WO1998026311A1 - Seismic wave simulation apparatus - Google Patents

Seismic wave simulation apparatus Download PDF

Info

Publication number
WO1998026311A1
WO1998026311A1 PCT/EP1997/005417 EP9705417W WO9826311A1 WO 1998026311 A1 WO1998026311 A1 WO 1998026311A1 EP 9705417 W EP9705417 W EP 9705417W WO 9826311 A1 WO9826311 A1 WO 9826311A1
Authority
WO
WIPO (PCT)
Prior art keywords
specimen
energy accumulator
seismic wave
elastic energy
geological
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/EP1997/005417
Other languages
French (fr)
Inventor
Carlo Albertini
Kamel Labibes
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
European Community EC Luxemburg
European Economic Community
Original Assignee
European Community EC Luxemburg
European Economic Community
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by European Community EC Luxemburg, European Economic Community filed Critical European Community EC Luxemburg
Priority to CA002274698A priority Critical patent/CA2274698A1/en
Priority to AT97912095T priority patent/ATE213548T1/en
Priority to JP52612498A priority patent/JP3472931B2/en
Priority to DE69710607T priority patent/DE69710607T2/en
Priority to EP97912095A priority patent/EP0944846B1/en
Priority to DK97912095T priority patent/DK0944846T3/en
Publication of WO1998026311A1 publication Critical patent/WO1998026311A1/en
Priority to NO992864A priority patent/NO992864L/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/02—Generating seismic energy
    • G01V1/143—Generating seismic energy using mechanical driving means, e.g. motor driven shaft
    • G01V1/145—Generating seismic energy using mechanical driving means, e.g. motor driven shaft by deforming or displacing surfaces, e.g. by mechanically driven vibroseis™
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M7/00—Vibration-testing of structures; Shock-testing of structures
    • G01M7/08—Shock-testing
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/30—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0001—Type of application of the stress
    • G01N2203/001—Impulsive
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/003—Generation of the force
    • G01N2203/0042—Pneumatic or hydraulic means
    • G01N2203/0048—Hydraulic means
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02—Details not specific for a particular testing method
    • G01N2203/022—Environment of the test
    • G01N2203/0244—Tests performed "in situ" or after "in situ" use
    • G01N2203/0246—Special simulation of "in situ" conditions, scale models or dummies

Definitions

  • This invention relates to seismic wave simulation apparatus more particularly but not exclusively for simulating earthquake phenomena occurring in soil and in a foundation embedded in the soil, which foundation may be for example, part of a building.
  • seismic wave simulation apparatus capable of generating a simulated seismic wave in a geological specimen
  • said apparatus comprising an elastic energy accumulator shaped to deliver a seismic wave of known amplitude and duration to the geological specimen under test
  • the elastic energy accumulator comprising an impactor member held, in use, adjacent the geological test specimen and supported to resist movement in a direction away from the specimen when the elastic energy accumulator is preloaded in said direction by actuator means, the arrangement being such that, in use, the preload force can be pondered suddenly, for example, by triggering an explosive bolt so that the impactor member is released into impact or energy transfer with the geological specimen thereby transmitting a seismic wave to the geological specimen.
  • the actuator means may be any convenient means such as a hydraulic or pneumatic actuator.
  • the apparatus will include transducers arranged to measure, in use, the mechanical behaviour across the section of the geological specimen through which a seismic wave is being transmitted.
  • the transducers are in the form of bars or elongate members arranged in a direction parallel to the direction of propagation of the seismic wave.
  • Seismic sensors may also be included extending at an angle or transversely of the direction of propagation of the wave.
  • the elastic energy accumulator is shaped to simulate a seismic wave of known characteristics in order that wave propagation laws and effects can be properly established. Accordingly, the shape of the elastic energy accumulator may be chosen according to the principles expounded in the description from the estimation of stress wave values between two long bars with different acoustic impedance.
  • the elastic energy accumulator includes seven cylindrical sections of different diameter.
  • one of those sections nearest the actuator means has the smallest diameter of the sections and, where an explosive bolt is provided as aforementioned, to release the impact energy said explosive bolt is, preferably, provided in this section and preferably is aligned diametrically of said section.
  • Said smallest diameter section may adjoin a large diameter section which is connected to two further sections stepped down in diameter connected in turn to a smaller diameter section (which is larger than the first-mentioned smallest section adjacent the actuator means).
  • This smaller diameter section may be connected to two larger sections which are stepped up in diameter, the last of these sections being adjacent to the geological specimen in use.
  • the length of the elastic energy accumulator (comprised of said seven sections) and the actuator means may be in the order of 500 metres.
  • the impactor member may be guided and held adjacent the geological specimen, preferably by said last-mentioned section.
  • a blocking system or fixed support may be provided at the rear of said last-mentioned section surrounding the penultimate section, thereby resisting or preventing movement of the impactor member in said direction on the application of the preload force.
  • said apparatus may include a thin metallic or conductive sheet fixed to the surface of the geological specimen (for example by cement ) and connected up to measuring instrumentation such as a Wheastone bridge, for example, in order to obtain superficial strain measurement.
  • measuring instrumentation such as a Wheastone bridge, for example, in order to obtain superficial strain measurement.
  • a building foundation or the like may be embedded in the geological specimen in order to investigate the interaction between the soil and foundation on the application of a simulated seismic wave.
  • the measuring instrumentation may include accelerometers .
  • a method of inducing or generating a simulated seismic wave in a test specimen for example, a geological specimen
  • said method including shaping an elastic energy accumulator to deliver a seismic wave of known amplitude and duration to the test specimen, holding one end of the elastic energy accumulator adjacent to the specimen and preloading the elastic energy accumulator in a direction away from the specimen, suddenly quelling the preload force, for example by triggering an explosive bolt in the elastic energy accumulator, thereby releasing the elastic energy accumulator into impact or energy transfer with said specimen and transmitting a simulated seismic wave therethrough, said method comprising collecting data from the specimen and analysing said data collected.
  • FIGURE 1 shows the seismic wave simulation apparatus adjacent a geological specimen having the foundation of a building embedded therein;
  • FIGURE 2 shows a simple cylindrical bar pre-loaded to yield a virtually rectangular stress wave
  • FIGURE 3 shows cylindrical bars of two different sections arranged to yield a different stress wave pattern.
  • FIGURE 1 of the drawings shows schematically seismic wave simulation apparatus 1 positioned to the left of a geological specimen 2 in which is embedded the foundation 3 of a building (not shown).
  • the seismic wave simulation apparatus has an elastic energy accumulator 4 comprising an impactor member which can be preloaded in tension in a direction away from the geological specimen 2 (i.e. in a direction reverse to arrow A) by means of a hydraulic actuator 5.
  • the apparatus 1 includes a blocking or support system which effectively fixes the right hand end of the elastic energy accumulator 4 whilst said accumulator is preloaded in tension.
  • the elastic energy accumulator is specially shaped to simulate a seismic wave of known characteristics, such as the wave shown in the top left hand corner of FIGURE 1 in order that wave propagation laws and effects throughout the geological specimen 2 and foundation 3 can be properly established.
  • the energy accumulator in the present instance includes seven sections 4a to 4g of varying diameter and the geometry of this energy accumulator may be modified in order to obtain different wave shapes of known characteristics.
  • FIGURE 1 shows only one such configuration where reflections can provide many wave shapes of different amplitude in tension and in compression.
  • Section 4a of the energy accumulator 4 has the narrowest diameter and an explosive bolt 6 extends diametrically of the section.
  • the right hand end section 4g of the energy accumulator has a rear face 4g' which engages the front face 7 ' of the blocking or support system 7 when the hydraulic actuator 5 places the energy accumulator 4 under preload conditions, in a manner which should be evident from the drawings.
  • the manner in which the geometry of the energy accumulator 4 may be modified in order to obtain particular wave shapes is explained below.
  • the duration of the wave is a function of the length of the energy accumulator and the amplitude can be determined by modifying the acoustic impedance along the energy accumulator 4.
  • ⁇ o.C.V. (1)
  • p the density of the medium (bar)
  • C is the wave velocity.
  • This equation can be used to estimate the wave transmission and reflection through the interfaces of two bars in contact with a different acoustical impedance. In this case two conditions should be satisfied:
  • A is the cross sectional area of the bar at the interface.
  • the amplitude and the shape of the wave generated can be found knowing the impedance and also the length of the bars to obtain the transit time. Using the above formula in a numerical programme it is possible to know the shape of the wave which could be generated in function of the geometry of the energy accumulator.
  • the geological specimen 2 may be a soil rocks specimen and, in order to measure the mechanical behaviour across the section of the geological specimen, transducer bars 8 are provided in the specimen as shown in FIGURE 1.
  • the transducer bars 8 are instrumented with strain gauges and measurements taken in a generally known manner. Additionally, in order to obtain measurements regarding local displacements of the soil in the geological specimen 2 an electrified metallic thin sheet 9 is fixed firmly to the surface of the soil by a cement and connected up to a measuring instrumentation such as a Wheastone bridge, in the case of resistance strain gauges, in order to obtain superficial strain measurement.
  • a simulated seismic wave can be transmitted through the geological specimen 2 and through a building foundation 3, so interaction between the soil and the foundation can be studied and evaluated.
  • Any other measuring instrumentation may be provided such as the accelerometers 10 and embedded seismic sensor bar 11.
  • seismic wave simulation apparatus 1 can be used to provide a deterministic approach to monitoring and predicting:
  • This approach is based on the stress wave release and wave propagation measurements from or in fracturing rock specimens .
  • the seismic wave simulation wave apparatus allows different kinds of soils to be submitted to earthquake-like effects at large-scale, the interaction between soil and foundations to be studied.
  • the apparatus should allow precise measures of attenuation laws for acceleration, magnitude as a function of distance etc. since initial energy into the soil is well known and the measurement is performed without modification of the wave.
  • Propagation laws and explosive waves for the optimisation of mining and large excavation works could be tested and a large displacement could be reached (up to 5 metres) for an ELEA of 500 meters.
  • embodiments of the present invention may provide:
  • any range mentioned herein for any variable or parameter shall be taken to include a disclosure of any derivable subrange within that range or any particular value of the variable or parameter range within, or at an end of, the range or subrange.

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Remote Sensing (AREA)
  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • General Health & Medical Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geophysics (AREA)
  • Acoustics & Sound (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • Geology (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Golf Clubs (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

Seismic wave simulation apparatus (1) includes an elastic energy accumulator (4) shaped to induce a simulated seismic wave of known form in a geological specimen (2) in which is embedded the foundation (3) of a building. A hydraulic actuator (5) is used to preload the accumulator (4) in a direction reverse to arrow A and an explosive bolt (6) is exploded, thereby releasing the energy of the accumulator (4) as a seismic wave through the geological specimen (2). The specimen (2) is provided with transducer bars (8) and an electrified metallic thin sheet (9) connected to a Wheastone bridge in order to obtain various measurements.

Description

SEISMIC WAVE SIMULATION APPARATUS
This invention relates to seismic wave simulation apparatus more particularly but not exclusively for simulating earthquake phenomena occurring in soil and in a foundation embedded in the soil, which foundation may be for example, part of a building.
Conventionally, simulation of a seismic wave or earthquake in a structure or building is done by means of a pseudo-dynamic test (reaction wall) or by the "shaking" table. In order to simulate seismic waves or earthquakes occurring in soil, explosives are used which tend to be inconvenient since the explosives do not generate waves of known energy content and shape and duration having characteristics of earthquakes. Thus, using such methods to simulate seismic waves or earthquakes does not allow wave propagation laws and effects to be properly established through seismic wave simulation in soil or other structures.
It is an object of the present invention to at least alleviate the aforementioned, or other, problem associated with seismic wave simulation apparatus and method.
According to the present invention there is provided seismic wave simulation apparatus capable of generating a simulated seismic wave in a geological specimen, said apparatus comprising an elastic energy accumulator shaped to deliver a seismic wave of known amplitude and duration to the geological specimen under test, the elastic energy accumulator comprising an impactor member held, in use, adjacent the geological test specimen and supported to resist movement in a direction away from the specimen when the elastic energy accumulator is preloaded in said direction by actuator means, the arrangement being such that, in use, the preload force can be quelled suddenly, for example, by triggering an explosive bolt so that the impactor member is released into impact or energy transfer with the geological specimen thereby transmitting a seismic wave to the geological specimen.
The actuator means may be any convenient means such as a hydraulic or pneumatic actuator.
Usually, the apparatus will include transducers arranged to measure, in use, the mechanical behaviour across the section of the geological specimen through which a seismic wave is being transmitted.
Preferably, the transducers are in the form of bars or elongate members arranged in a direction parallel to the direction of propagation of the seismic wave. Seismic sensors may also be included extending at an angle or transversely of the direction of propagation of the wave.
Usually, the elastic energy accumulator is shaped to simulate a seismic wave of known characteristics in order that wave propagation laws and effects can be properly established. Accordingly, the shape of the elastic energy accumulator may be chosen according to the principles expounded in the description from the estimation of stress wave values between two long bars with different acoustic impedance.
In one embodiment of the present invention, the elastic energy accumulator includes seven cylindrical sections of different diameter. Preferably, one of those sections nearest the actuator means has the smallest diameter of the sections and, where an explosive bolt is provided as aforementioned, to release the impact energy said explosive bolt is, preferably, provided in this section and preferably is aligned diametrically of said section. Said smallest diameter section may adjoin a large diameter section which is connected to two further sections stepped down in diameter connected in turn to a smaller diameter section (which is larger than the first-mentioned smallest section adjacent the actuator means). This smaller diameter section may be connected to two larger sections which are stepped up in diameter, the last of these sections being adjacent to the geological specimen in use. The length of the elastic energy accumulator (comprised of said seven sections) and the actuator means may be in the order of 500 metres.
The impactor member may be guided and held adjacent the geological specimen, preferably by said last-mentioned section. A blocking system or fixed support may be provided at the rear of said last-mentioned section surrounding the penultimate section, thereby resisting or preventing movement of the impactor member in said direction on the application of the preload force.
Preferably, in order to obtain measurements regarding local displacements of the soil in the geological specimen, said apparatus may include a thin metallic or conductive sheet fixed to the surface of the geological specimen ( for example by cement ) and connected up to measuring instrumentation such as a Wheastone bridge, for example, in order to obtain superficial strain measurement. In carrying out the test a building foundation or the like may be embedded in the geological specimen in order to investigate the interaction between the soil and foundation on the application of a simulated seismic wave.
The measuring instrumentation may include accelerometers .
Further according to the present invention there is provided a method of inducing or generating a simulated seismic wave in a test specimen, for example, a geological specimen, said method including shaping an elastic energy accumulator to deliver a seismic wave of known amplitude and duration to the test specimen, holding one end of the elastic energy accumulator adjacent to the specimen and preloading the elastic energy accumulator in a direction away from the specimen, suddenly quelling the preload force, for example by triggering an explosive bolt in the elastic energy accumulator, thereby releasing the elastic energy accumulator into impact or energy transfer with said specimen and transmitting a simulated seismic wave therethrough, said method comprising collecting data from the specimen and analysing said data collected.
Further advantageous apparatus and method features of the present invention will be evident from the following description and drawings .
An embodiment of seismic wave simulation apparatus for generating a seismic wave in a geological specimen will now be described, by way of example only, with reference to the accompanying simplified diagrammatic drawings in which:
FIGURE 1 shows the seismic wave simulation apparatus adjacent a geological specimen having the foundation of a building embedded therein;
FIGURE 2 shows a simple cylindrical bar pre-loaded to yield a virtually rectangular stress wave, and
FIGURE 3 shows cylindrical bars of two different sections arranged to yield a different stress wave pattern.
FIGURE 1 of the drawings shows schematically seismic wave simulation apparatus 1 positioned to the left of a geological specimen 2 in which is embedded the foundation 3 of a building (not shown). The seismic wave simulation apparatus has an elastic energy accumulator 4 comprising an impactor member which can be preloaded in tension in a direction away from the geological specimen 2 (i.e. in a direction reverse to arrow A) by means of a hydraulic actuator 5. The apparatus 1 includes a blocking or support system which effectively fixes the right hand end of the elastic energy accumulator 4 whilst said accumulator is preloaded in tension.
The elastic energy accumulator is specially shaped to simulate a seismic wave of known characteristics, such as the wave shown in the top left hand corner of FIGURE 1 in order that wave propagation laws and effects throughout the geological specimen 2 and foundation 3 can be properly established.
It is to be noted that the energy accumulator in the present instance includes seven sections 4a to 4g of varying diameter and the geometry of this energy accumulator may be modified in order to obtain different wave shapes of known characteristics.
FIGURE 1 shows only one such configuration where reflections can provide many wave shapes of different amplitude in tension and in compression. Section 4a of the energy accumulator 4 has the narrowest diameter and an explosive bolt 6 extends diametrically of the section.
It is to be understood that once the energy accumulator has been preloaded by the hydraulic actuator this energy can be released and transmitted as a seismic wave through the geological specimen 2 when the bolt 6 is exploded. In order to create wave propagation the energy stored in the energy accumulator 4 should be released suddenly. The explosive bolt 6 is the weak part of the energy accumulator and when this part is broken the energy is released. Usually, explosive will be inserted inside the bolt which allows said bolt to rupture in a very brief time in order to obtain a stress wave with a short rise time.
The right hand end section 4g of the energy accumulator has a rear face 4g' which engages the front face 7 ' of the blocking or support system 7 when the hydraulic actuator 5 places the energy accumulator 4 under preload conditions, in a manner which should be evident from the drawings.
The manner in which the geometry of the energy accumulator 4 may be modified in order to obtain particular wave shapes is explained below. The duration of the wave is a function of the length of the energy accumulator and the amplitude can be determined by modifying the acoustic impedance along the energy accumulator 4.
Estimation of the stress wave values between two long bars with different acoustic impedance.
It can be shown that the amplitude of the stress σ in the case of stress wave propagation is a linear function of the particle velocity V:
σ = o.C.V. (1) p is the density of the medium (bar) C is the wave velocity.
This equation can be used to estimate the wave transmission and reflection through the interfaces of two bars in contact with a different acoustical impedance. In this case two conditions should be satisfied:
The loads at the interface between the two bars are equal at each instant:
A(Oj_ + σr) - A. σt (2)
A is the cross sectional area of the bar at the interface.
The particle velocities at the interface between the two bars are equal at each instant:
V± - Vr + Vt (3) By using equation (1) in equation (2) we obtain that:
Al <j°lclvi>+Al<Plclvr> - A2 ( 2c2vt> <4>
e with equation 3 we obtain that:
A2rp2c2 ~ AlPlcl Vr - Vχ (5)
A2ι 2C2 + AlPlcl 0 and
2AlPlc2 vt - v± (6) 5 A2rP2c2+AlPlcl
By writing these equations for stresses we have:
A2rt°2c2 -AlPlcl σ2 - σ± 0
A2rP2c2 +AlPlcl (7)
2AlP2c2 σt- σλ (8) 5 A2z 2C2 +AlPlCl
If a bar is preloaded with an acoustic impedance
Figure imgf000009_0001
the stress wave generated is nearly rectangular (FIGURE 2) . 3Q This application could be the starting point to understand the basic behaviour of wave propagation in the soil and will permit the validation of the calcul codes used to describe the earthquake phenomena.
32 Two cylindrical bars with two diff rent sections ( as shown in FIGURE 3) and a longitudinal stress wave which propagates from one end of the left bar can now be considered. If the acoustic impedance olC1A1>ιC>2A2 2 then we obtain a wave which decreases in function of time.
The amplitude and the shape of the wave generated can be found knowing the impedance and also the length of the bars to obtain the transit time. Using the above formula in a numerical programme it is possible to know the shape of the wave which could be generated in function of the geometry of the energy accumulator.
The geological specimen 2 may be a soil rocks specimen and, in order to measure the mechanical behaviour across the section of the geological specimen, transducer bars 8 are provided in the specimen as shown in FIGURE 1. The transducer bars 8 are instrumented with strain gauges and measurements taken in a generally known manner. Additionally, in order to obtain measurements regarding local displacements of the soil in the geological specimen 2 an electrified metallic thin sheet 9 is fixed firmly to the surface of the soil by a cement and connected up to a measuring instrumentation such as a Wheastone bridge, in the case of resistance strain gauges, in order to obtain superficial strain measurement.
Thus, in the present instance, a simulated seismic wave can be transmitted through the geological specimen 2 and through a building foundation 3, so interaction between the soil and the foundation can be studied and evaluated.
Any other measuring instrumentation may be provided such as the accelerometers 10 and embedded seismic sensor bar 11.
It is believed the seismic wave simulation apparatus 1 can be used to provide a deterministic approach to monitoring and predicting:
(a) earthquakes,
(b) large ground displacements of natural and artificial origin ;
(c) explosion effects of mining work and large civil engineering works,
(d) volcanic activity,
(e) the dynamic interaction between soil and structures.
This approach is based on the stress wave release and wave propagation measurements from or in fracturing rock specimens .
Furthermore, the seismic wave simulation wave apparatus allows different kinds of soils to be submitted to earthquake-like effects at large-scale, the interaction between soil and foundations to be studied. The apparatus should allow precise measures of attenuation laws for acceleration, magnitude as a function of distance etc. since initial energy into the soil is well known and the measurement is performed without modification of the wave. Propagation laws and explosive waves for the optimisation of mining and large excavation works could be tested and a large displacement could be reached (up to 5 metres) for an ELEA of 500 meters.
Advantageously, embodiments of the present invention may provide:
(1) A precision seismic load testing device of large geological specimens of homogeneous or composite nature reproducing a significantive sample of the earth crust in which propagation parameters (load, displacement, speed, accelerations) of seismic/explosive waves can be locally and globally measured.
(2) Accumulation of a large amount of potential energy released as a real seismic/explosive wave of well known shape, amplitude and duration by proper sizing of length and cross section of the ELEA allowing very large displacements without enormous complication of inertial effects that would characterise, for example, a hydraulic machine.
( 3 ) Bar transducers having a tuned mechanical impedance with the soil/rock specimen in order to capture without modification the seismic/explosive wave arising in the points of application.
( 4 ) Bar transducers utilised as geotechnical transducers having the unique characteristic of the local contemporaneous direct measurement of load, displacement, speed and accelerations provoked by the seismic/explosive wave propagation because of their elasticity and length.
It is to be understood that the scope of the present invention is not to be unduly limited by a particular choice of terminology and that a specific term may be replaced by any equivalent or generic term. Further it is to be understood that individual features, method or functions relating to the seismic wave simulation wave apparatus might be individually patentably inventive. The singular may include the plural and vice versa.
Additionally, any range mentioned herein for any variable or parameter shall be taken to include a disclosure of any derivable subrange within that range or any particular value of the variable or parameter range within, or at an end of, the range or subrange.

Claims

1. Seismic wave simulation apparatus capable of generating a simulated seismic wave in a geological specimen, said apparatus comprising an elastic energy accumulator shaped to deliver a seismic wave of known amplitude and duration to the geological specimen under test, the elastic energy accumulator comprising an impactor member held, in use, adjacent the geological test specimen and supported to resist movement in a direction away from the specimen when the elastic energy accumulator is preloaded in said direction by actuator means, the arrangement being such that, in use, the preload force can be quelled suddenly, for example, by triggering an explosive bolt so that the impactor member is released into impact or energy transfer with the geological specimen thereby transmitting a seismic wave to the geological specimen.
2. Apparatus as claimed in Claim 1 in which the actuator means is a hydraulic or pneumatic actuator.
3. Apparatus as claimed in Claim 1 or Claim 2 having tranducers arranged to measure, in use, the mechanical behaviour across the section of the geological specimen through which a seismic wave is being transmitted.
4. Apparatus as claimed in Claim 3 in which the transducers are in the form of bars or elongate members arranged in a direction parallel to the direction of propagation of the seismic wave.
5. Apparatus as claimed in any one of the preceding claims in which seismic sensors are included extending at an angle or transversely of the direction of propagation of the wave.
6. Apparatus as claimed in any one of the preceding claims in which the elastic energy accumulator is shaped to simulate a seismic wave of known characteristics.
7. Apparatus as claimed in Claim 6 in which the shape of the elastic energy accumulator is chosen according to the principles expounded in the description from the estimation of stress wave values between two long bars with different acoustic impedance.
8. Apparatus as claimed in any one of the preceding claims in which the elastic energy accumulator includes a plurality of cylindrical sections of different diameter.
9. Apparatus as claimed in Claim 8 having a section nearest the actuator means which is the smallest diameter of the sections.
10. Apparatus as claimed in Claim 9 including an explosive bolt aligned diametrically of said section.
11. Apparatus as claimed in Claim 9 or Claim 10 in which said smallest diameter section may adjoin a large diameter section which is connected to two further sections stepped down in diameter connected in turn to a smaller diameter section (which is larger than the first-mentioned smallest section adjacent the actuator means).
12. Apparatus as claimed in Claim 11 in which the smaller diameter section is connected to two larger sections which are stepped up in diameter, the last of these sections being adjacent to the geological specimen in use.
13. Apparatus as claimed in Claim 12 in which the impactor member is guided and held adjacent the geological specimen, by said last-mentioned section.
14. Apparatus as claimed in Claim 13 in which a blocking system or fixed support is provided at the rear of said last-mentioned section surrounding the penultimate section, thereby resisting or preventing movement of the impactor member in said direction on the application of the preload force.
15. Apparatus as claimed in any one of Claims 8 to 14 in which the elastic energy accumulator includes seven sections .
16. Apparatus as claimed in any one of the preceding claims in which the combined length of the elastic energy accumulator and the actuator means is in the order of 500 metres .
17. Apparatus as claimed in any one of the preceding claims including a thin metallic or conductive sheet fixed to the surface of the geological specimen ( for example by cement ) and connected up to measuring instrumentation such as a Wheastone bridge, for example, in order to obtain superficial strain measurement.
18. Apparatus as claimed in any one of the preceding claims in which the measuring instrumentation includes accelerometers .
19. A method of inducing or generating a simulated seismic wave in a test specimen, for example, a geological specimen, said method including shaping an elastic energy accumulator to deliver a seismic wave of known amplitude and duration to the test specimen, holding one end of the elastic energy accumulator adjacent to the specimen and preloading the elastic energy accumulator in a direction away from the specimen, suddenly quelling the preload force, for example by triggering an explosive bolt in the elastic energy accumulator, thereby releasing the elastic energy accumulator into impact or energy transfer with said specimen and transmitting a simulated seismic wave therethrough, said method comprising collecting data from the specimen and analysing said data collected.
PCT/EP1997/005417 1996-12-12 1997-09-26 Seismic wave simulation apparatus Ceased WO1998026311A1 (en)

Priority Applications (7)

Application Number Priority Date Filing Date Title
CA002274698A CA2274698A1 (en) 1996-12-12 1997-09-26 Seismic wave simulation apparatus
AT97912095T ATE213548T1 (en) 1996-12-12 1997-09-26 DEVICE FOR SIMULATING A SEISMIC WAVE
JP52612498A JP3472931B2 (en) 1996-12-12 1997-09-26 Seismic wave simulation device
DE69710607T DE69710607T2 (en) 1996-12-12 1997-09-26 DEVICE FOR SIMULATING A SEISMIC SHAFT
EP97912095A EP0944846B1 (en) 1996-12-12 1997-09-26 Seismic wave simulation apparatus
DK97912095T DK0944846T3 (en) 1996-12-12 1997-09-26 Seismic wave simulation apparatus
NO992864A NO992864L (en) 1996-12-12 1999-06-11 Device for simulation of seismic waves

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP96309084.0 1996-12-12
EP96309084A EP0848264A1 (en) 1996-12-12 1996-12-12 Seismic wave simulation apparatus

Publications (1)

Publication Number Publication Date
WO1998026311A1 true WO1998026311A1 (en) 1998-06-18

Family

ID=8225188

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1997/005417 Ceased WO1998026311A1 (en) 1996-12-12 1997-09-26 Seismic wave simulation apparatus

Country Status (10)

Country Link
EP (2) EP0848264A1 (en)
JP (1) JP3472931B2 (en)
AT (1) ATE213548T1 (en)
CA (1) CA2274698A1 (en)
DE (1) DE69710607T2 (en)
DK (1) DK0944846T3 (en)
ES (1) ES2172772T3 (en)
NO (1) NO992864L (en)
PT (1) PT944846E (en)
WO (1) WO1998026311A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114005347A (en) * 2021-11-03 2022-02-01 天津大学 Experimental Device and Method for Studying Earthquake Dynamic Triggering
CN115200815A (en) * 2022-05-31 2022-10-18 天津城建大学 Dynamic response testing device and testing method for seabed suction type three-barrel foundation

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7586669B2 (en) 2006-10-27 2009-09-08 Spatial Photonics, Inc. Non-contact micro mirrors
CN102053256A (en) * 2009-09-28 2011-05-11 北京普精信科技有限公司 Novel method for monitoring strain on earth crust shallow layer
CN101887624B (en) * 2010-07-21 2012-09-26 中国矿业大学(北京) Method and system for advanced early warning and forecasting of earthquake disasters
CN103868793B (en) * 2014-03-19 2016-05-04 中国人民解放军总参谋部工程兵科研三所 For the post-tensioned prestressed steel band of large-scale blast wave analogue means
CN106053237A (en) * 2016-08-10 2016-10-26 山东大学 Seismic oscillation simulation testing machine for macroscopic and microscopic damage joint tracking of rock mass and method thereof
CN108133656A (en) * 2017-12-26 2018-06-08 安徽新视野科教文化股份有限公司 A kind of lamp for simulating earthquake scene shakes apparatus for demonstrating
CN108663180B (en) * 2018-05-11 2019-09-10 中国地质调查局成都地质调查中心（西南地质科技创新中心） A kind of dynamic response test device and test method that simulation tunnel shakes by normal fault reversed fault hair
CN108489700B (en) * 2018-05-11 2019-09-10 四川大学 It is a kind of simulation meizoseismal area tunnel by bottom entering type impact load dynamic response test device and test method
CN108645587B (en) * 2018-05-11 2019-09-10 四川大学 It is a kind of simulation meizoseismal area tunnel by lateral impact load dynamic response test device and test method
CN108919339B (en) * 2018-05-11 2019-09-10 中国地质调查局成都地质调查中心（西南地质科技创新中心） It is a kind of simulation meizoseismal area side slope by lateral impact load dynamic response test device and test method
CN108918060B (en) * 2018-05-11 2019-09-10 中国地质调查局成都地质调查中心（西南地质科技创新中心） A kind of dynamic response test device and test method that simulation tunnel is coupled by bottom entering type side direction type
CN108627313B (en) * 2018-05-11 2019-09-10 四川大学 A kind of dynamic response test device and test method that simulation meizoseismal area side slope is coupled by bottom entering type side direction type
CN108680323B (en) * 2018-05-11 2019-09-10 四川省地质调查院 A kind of dynamic response test device and test method that simulation tunnel shakes by strike-slip fault hair
CN111751072A (en) * 2020-06-19 2020-10-09 东南大学 A kind of electromagnetic excitation supergravity shaking table simulation device and simulation method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2229967A1 (en) * 1973-05-16 1974-12-13 Euratom
EP0007740A1 (en) * 1978-07-11 1980-02-06 European Atomic Energy Community (Euratom) A single-axis or multi-axial apparatus for dynamic tests on large structures
WO1981000459A1 (en) * 1979-08-13 1981-02-19 Conoco Inc Mobile high frequency vibrator system
GB2211611A (en) * 1987-10-20 1989-07-05 Coal Ind Impacting type of seismic source for use in earth strata
EP0410370A1 (en) * 1989-07-28 1991-01-30 European Economic Community E.E.C. Device for dynamic torsion testing of a sample
JPH0943093A (en) * 1995-07-31 1997-02-14 Ono Sokki Co Ltd Seismic evaluation method and device for building

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2229967A1 (en) * 1973-05-16 1974-12-13 Euratom
EP0007740A1 (en) * 1978-07-11 1980-02-06 European Atomic Energy Community (Euratom) A single-axis or multi-axial apparatus for dynamic tests on large structures
WO1981000459A1 (en) * 1979-08-13 1981-02-19 Conoco Inc Mobile high frequency vibrator system
GB2211611A (en) * 1987-10-20 1989-07-05 Coal Ind Impacting type of seismic source for use in earth strata
EP0410370A1 (en) * 1989-07-28 1991-01-30 European Economic Community E.E.C. Device for dynamic torsion testing of a sample
JPH0943093A (en) * 1995-07-31 1997-02-14 Ono Sokki Co Ltd Seismic evaluation method and device for building

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
DI PRISO M ET AL: "PVDF PIEZOELECTRIC SENSORS AND RELATED ELECTRONICS STRUCTURAL ENGINEERING APPLICATIONS", PROCEEDINGS OF THE INSTRUMENTATION AND MEASUREMENT TECHNOLOGY CONFERENCE, ORVINE, CA., MAY 18 - 20, 1993, no. -, 18 May 1993 (1993-05-18), INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS, pages 228 - 231, XP000400175 *
PATENT ABSTRACTS OF JAPAN vol. 097, no. 006 30 June 1997 (1997-06-30) *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114005347A (en) * 2021-11-03 2022-02-01 天津大学 Experimental Device and Method for Studying Earthquake Dynamic Triggering
CN115200815A (en) * 2022-05-31 2022-10-18 天津城建大学 Dynamic response testing device and testing method for seabed suction type three-barrel foundation

Also Published As

Publication number Publication date
CA2274698A1 (en) 1998-06-18
ATE213548T1 (en) 2002-03-15
JP3472931B2 (en) 2003-12-02
DK0944846T3 (en) 2002-06-10
DE69710607T2 (en) 2002-09-19
NO992864D0 (en) 1999-06-11
JP2001510560A (en) 2001-07-31
PT944846E (en) 2002-08-30
NO992864L (en) 1999-08-11
ES2172772T3 (en) 2002-10-01
EP0944846A1 (en) 1999-09-29
DE69710607D1 (en) 2002-03-28
EP0944846B1 (en) 2002-02-20
EP0848264A1 (en) 1998-06-17

Similar Documents

Publication Publication Date Title
Holeyman Keynote lecture: Technology of pile dynamic testing
Stokoe et al. Seismic-wave-based testing in geotechnical engineering
EP0944846B1 (en) Seismic wave simulation apparatus
CA2278589C (en) Improvements in or relating to measuring properties of materials or structures
Ortiz et al. Dynamic centrifuge testing of a cantilever retaining wall
JP3378995B2 (en) Test equipment improvements
Rathje et al. Development of an in situ dynamic liquefaction test
Ohta et al. The dynamic responses of geo-materials during fracturing and slippage
Srbulov Practical soil dynamics: case studies in earthquake and geotechnical engineering
Ambrosini et al. Long Piles Integrity Trough Impact Echo Technique.
Zhang et al. Numerical investigation of dynamic response of a rockbolt under drop testing and simulated seismic loading conditions
EP1126290B1 (en) Improvements in or relating to seismic wave measuring devices
Kim et al. Effects of surrounding soil stiffness and shaft length in the impact-echo test of drilled shaft
Allison et al. Low frequency sounding technique for predicting progressive failure of rock
Nielsen The Centrifugal Simulation of Blast Parameters.
Ghanaat et al. Measurement of dynamic response of arch dams including interaction effects
WO2025120426A1 (en) Small strain testing system for measurement of elasticity modulus in different civil engineering materials by various vibration elements
Helwany et al. Laboratory impulse tests for soil-underground structure interactions
Tabatabai et al. Centrifugal modeling of underground structures subjected to blast loading
RIVEROS et al. An Innovative Approach of Vibration Testing of Concrete Structures Using Performance Based Evaluation Techniques
Jose et al. A study of variation in PPV through different types of soil using geophones during blast loading
Alexander Development of Procedures for Nondestructive Testing of Concrete Structures: Report 2, Feasibility of Sonic Pulse-echo Technique
Shinn et al. Cylindrical In Situ Tests (CIST) 20 and 21: Analysis Report.
Eiselt et al. Validation of a Finite Element Modelization of Shallow Waves Propagation
Baladi et al. Soil plasticity

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): CA JP NO US

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LU MC NL PT SE

DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
121 Ep: the epo has been informed by wipo that ep was designated in this application
ENP Entry into the national phase

Ref document number: 2274698

Country of ref document: CA

Ref country code: CA

Ref document number: 2274698

Kind code of ref document: A

Format of ref document f/p: F

ENP Entry into the national phase

Ref country code: JP

Ref document number: 1998 526124

Kind code of ref document: A

Format of ref document f/p: F

WWE Wipo information: entry into national phase

Ref document number: 1997912095

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 09319811

Country of ref document: US

WWP Wipo information: published in national office

Ref document number: 1997912095

Country of ref document: EP

WWG Wipo information: grant in national office

Ref document number: 1997912095

Country of ref document: EP