CN101833112B - Base plate limestone karst stationing detection method - Google Patents
Base plate limestone karst stationing detection method Download PDFInfo
- Publication number
- CN101833112B CN101833112B CN201010122725XA CN201010122725A CN101833112B CN 101833112 B CN101833112 B CN 101833112B CN 201010122725X A CN201010122725X A CN 201010122725XA CN 201010122725 A CN201010122725 A CN 201010122725A CN 101833112 B CN101833112 B CN 101833112B
- Authority
- CN
- China
- Prior art keywords
- signal
- karst
- signal source
- water
- processing unit
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Geophysics And Detection Of Objects (AREA)
Abstract
本发明公开了一种底板灰岩岩溶布点探测方法,包括信号源、探测仪、信号处理单元,信号源通过生物或其它的机械装置等能在水中游动的物体带动,随机游动到底板灰岩岩溶各处;探测仪布置在矿井井下巷道中,用于检测所述信号源发出的信号,并将该信号输入给信号处理单元;信号处理单元对接收到的信号进行处理,得出信号源的位置,还可以根据多个信号源的位置,并结合现场水文地质资料和现场经验,统计得出底板灰岩岩溶发育的区域及分布规律。结构简单、成本低、对施工技术人员要求较低,能够在现场推广,受地质条件影响较小。
The invention discloses a floor limestone karst detection method, which includes a signal source, a detector, and a signal processing unit. throughout the karst; the detector is arranged in the underground tunnel of the mine to detect the signal sent by the signal source, and input the signal to the signal processing unit; the signal processing unit processes the received signal to obtain the signal source According to the location of multiple signal sources, combined with on-site hydrogeological data and field experience, the area and distribution law of floor limestone karst development can be obtained statistically. The structure is simple, the cost is low, and the requirements for construction technicians are low. It can be popularized on site and is less affected by geological conditions.
Description
技术领域 technical field
本发明涉及一种岩溶勘测技术,尤其涉及一种底板灰岩岩溶布点探测方法。The invention relates to a karst survey technology, in particular to a detection method for floor limestone karst point distribution.
背景技术 Background technique
岩溶、岩溶塌陷的勘测手段一直是人们努力探索的问题。查明下伏溶洞的空间位置、规模大小,对于受底板灰岩岩溶承压水危险的矿井来说至关重要,只有弄清楚底板灰岩的富水规律,才能有效地防治水。The survey method of karst and karst collapse has always been a problem that people are trying to explore. Finding out the spatial location and scale of the underlying karst caves is very important for mines that are threatened by the confined water of the floor limestone karst. Only by clarifying the water-rich law of the floor limestone can effective water control be achieved.
现有技术中,岩溶勘测手段主要采用以地球物理勘探为主的探测技术。包括地质雷达、微重力测量、地震勘探、直流电法勘探、电磁法勘探、红外探水技术、超前水平钻探等多种方法。In the prior art, the karst survey method mainly adopts the detection technology mainly based on geophysical prospecting. Including geological radar, microgravity measurement, seismic exploration, direct current exploration, electromagnetic exploration, infrared water exploration technology, advanced horizontal drilling and other methods.
上述探测岩溶分布的方法都已一定的缺陷,而且成本较高,对施工技术人员要求较高,难以在现场推广;受地质条件影响较大,对电磁耦合影响较强的区域难以测量。The above-mentioned methods of detecting karst distribution have certain defects, and the cost is high, and the requirements for construction technicians are high, so it is difficult to popularize in the field; it is greatly affected by geological conditions, and it is difficult to measure areas with strong electromagnetic coupling effects.
发明内容 Contents of the invention
本发明的目的是提供一种结构简单、成本低、对施工技术人员要求较低,能够在现场推广,受地质条件影响较小的底板灰岩岩溶布点探测方法。The purpose of the present invention is to provide a floor limestone karst detection method with simple structure, low cost, low requirements for construction technicians, which can be popularized on site and is less affected by geological conditions.
本发明的目的是通过以下技术方案实现的:The purpose of the present invention is achieved through the following technical solutions:
本发明的底板灰岩岩溶布点探测方法,包括信号源、探测仪、信号处理单元,所述信号源通过能在水中游动的物体带动,随机游动到底板灰岩岩溶各处;The floor limestone karst detection method of the present invention includes a signal source, a detector, and a signal processing unit, and the signal source is driven by an object capable of swimming in water to randomly swim everywhere in the floor limestone karst;
所述探测仪布置在矿井井下巷道中,用于检测所述信号源发出的信号,并将该信号输入给所述信号处理单元;The detector is arranged in the underground tunnel of the mine, and is used to detect the signal sent by the signal source, and input the signal to the signal processing unit;
所述信号处理单元对接收到的信号进行处理,得出所述信号源的位置。The signal processing unit processes the received signal to obtain the position of the signal source.
由上述本发明提供的技术方案可以看出,本发明所述的底板灰岩岩溶布点探测方法,由于包括信号源、探测仪、信号处理单元,信号源通过能在水中游动的物体带动,随机游动到底板灰岩岩溶各处;探测仪布置在矿井井下巷道中,用于检测所述信号源发出的信号,并将该信号输入给信号处理单元;信号处理单元对接收到的信号进行处理,得出所述信号源的位置。结构简单、成本低、对施工技术人员要求较低,能够在现场推广,受地质条件影响较小。It can be seen from the above-mentioned technical solution provided by the present invention that the floor limestone karst detection method of the present invention includes a signal source, a detector, and a signal processing unit, and the signal source is driven by an object that can swim in water. Swimming around the floor limestone karst; the detector is arranged in the underground tunnel of the mine to detect the signal sent by the signal source, and input the signal to the signal processing unit; the signal processing unit processes the received signal , to obtain the position of the signal source. The structure is simple, the cost is low, and the requirements for construction technicians are low. It can be popularized on site and is less affected by geological conditions.
附图说明 Description of drawings
图1为本发明的具体实施例中爆炸震源点的结构示意图;Fig. 1 is the structural representation of explosion source point in the specific embodiment of the present invention;
图2为本发明的具体实施例中生物布点探测的平面示意图;Fig. 2 is a schematic plan view of biological spot detection in a specific embodiment of the present invention;
图3为本发明的具体实施例中生物布点探测的剖面示意图。Fig. 3 is a schematic cross-sectional view of biological point distribution detection in a specific embodiment of the present invention.
具体实施方式 Detailed ways
本发明的底板灰岩岩溶布点探测方法,其较佳的具体实施方式是:The floor limestone karst detection method of the present invention, its preferred specific implementation mode is:
包括信号源、探测仪、信号处理单元,所述信号源通过能在水中游动的物体带动,随机游动到底板灰岩岩溶各处;It includes a signal source, a detector, and a signal processing unit. The signal source is driven by an object that can swim in the water, and randomly swims everywhere in the floor limestone karst;
所述探测仪布置在矿井井下巷道中,用于检测所述信号源发出的信号,并将该信号输入给所述信号处理单元;The detector is arranged in the underground tunnel of the mine, and is used to detect the signal sent by the signal source, and input the signal to the signal processing unit;
所述信号处理单元对接收到的信号进行处理,得出所述信号源的位置。The signal processing unit processes the received signal to obtain the position of the signal source.
所述能在水中游动的物体可以为能够承受大于或等于1Mpa水压的水生动物,如以下水生动物中的一种或多种:The object capable of swimming in water can be an aquatic animal capable of withstanding water pressure greater than or equal to 1Mpa, such as one or more of the following aquatic animals:
黑鲷、鲟鱼、鳗鱼、黄鳝。Black bream, sturgeon, eel, eel.
所述能在水中游动的物体也可以为机械装置。The object capable of swimming in water may also be a mechanical device.
所述信号源可以包括以下一种或多种:The signal sources may include one or more of the following:
能够产生震动波信号的信号源、能够产生超声波信号的信号源、能够产生次声波信号的信号源、能够产生电磁波信号的信号源;所述检测仪能够检测相应的信号。A signal source capable of generating shock wave signals, a signal source capable of generating ultrasonic signals, a signal source capable of generating infrasonic wave signals, and a signal source capable of generating electromagnetic wave signals; the detector can detect corresponding signals.
所述能够产生震动波信号的信号源可以为爆炸震源点,所述检测仪可以采用矿用微震探测仪。The signal source capable of generating the shock wave signal may be the source point of the explosion, and the detector may use a mining microseismic detector.
所述爆炸震源点包括炸药部和漂浮部,所述炸药部设有电子起爆器,能够定时起爆,并产生能在岩层中传播的震动波;The explosion source point includes an explosive part and a floating part, and the explosive part is provided with an electronic detonator, which can detonate at regular intervals and generate shock waves that can propagate in the rock formation;
所述漂浮部能够调节所述震源点的整体容重,使之与岩溶水容重相同,能够悬浮在岩溶水中。The floating part can adjust the overall bulk density of the source point so that it is the same as the bulk density of karst water, and can be suspended in karst water.
所述矿井井下巷道中可以布置有多个所述探测仪,所述信号处理单元对接收到的多个所述探测仪的信号进行处理,得出所述信号源的位置。A plurality of detectors may be arranged in the underground tunnel of the mine, and the signal processing unit processes the received signals of the plurality of detectors to obtain the position of the signal source.
所述信号源可以有多个,所述信号处理单元根据多个信号源的位置,并结合现场水文地质资料和现场经验,统计得出底板灰岩岩溶发育的区域及分布规律。There may be multiple signal sources, and the signal processing unit calculates the areas and distribution rules of the floor limestone karst development according to the positions of the multiple signal sources, combined with on-site hydrogeological data and on-site experience.
本发明的底板灰岩岩溶布点探测方法,与已有的底板灰岩岩溶探测技术完全不同,是一种全新的技术思路。The floor limestone karst detection method of the present invention is completely different from the existing floor limestone karst detection technology, and is a brand-new technical idea.
将能够发出可探测物理信号的若干测点,通过钻孔将该测点放置到底板灰岩岩溶中,通过生物或其它的机械装置在岩溶中布设测点,在底板灰岩岩溶水中,该信号测点由水生动物(例如鱼)带动,沿岩溶通道,随机游动到底板灰岩岩溶各处;A number of measuring points that can emit detectable physical signals are placed in the floor limestone karst through drilling holes, and the measuring points are arranged in the karst through biological or other mechanical devices. In the floor limestone karst water, the signal The measuring point is driven by aquatic animals (such as fish), and along the karst channel, randomly swims everywhere in the floor limestone karst;
在矿井井下巷道中,采用相应物探仪器,检测到这些测点发出的信号,探测出何处有岩溶溶洞;In the underground tunnel of the mine, use corresponding geophysical instruments to detect the signals from these measuring points and detect where there are karst caves;
具体实施例: Specific examples:
测点采用爆炸震源测点,测试仪器采用矿用微震探测仪。具体包括:The measuring point adopts the explosion source measuring point, and the testing instrument adopts the mining microseismic detector. Specifically include:
震源点:由炸药部与漂浮部两部分组成。炸药部的作用是:定时起爆,一次爆破产生在岩层中传播距离较远的震动波;漂浮部的作用是:充入气体调节震源装置的整体容重,使之与岩溶水容重相同,能够悬浮在岩溶水中。Source point: It consists of two parts: the explosive part and the floating part. The role of the explosive part is to detonate at regular intervals, and a blast will generate a shock wave that travels a long distance in the rock formation; the role of the floating part is to fill in gas to adjust the overall bulk density of the source device so that it is the same as the bulk density of karst water and can be suspended in the rock formation. Karst water.
深水生物:要求其具有一定耐水压性,能够承受地下岩溶高压;体型细长,善于游动,能够游过较小溶洞。通过深水生物在底板灰岩岩溶水中的自由随机游动,带着震源点到灰岩中的不同区域。Deep-water organisms: It is required to have certain water pressure resistance and be able to withstand the high pressure of underground karst; it is slender and good at swimming, and can swim through small caves. Through the free and random swimming of deep-water organisms in the limestone karst water of the bottom plate, the source point is brought to different areas in the limestone.
通过深水耐压生物在底板灰岩岩溶水中的自由随机游动,将震源点带到底板灰岩中的不同区域;震源点与深水耐压生物连接在一起,使深水生物在底板灰岩岩溶空间自由游动一定时间,将震源点带到底板灰岩中的不同区域;使用矿用微震仪,由布置在井下巷道中不同位置的检测器,同时测得底板灰岩中震源点的爆炸震动信号,通过微震仪数据处理求出井下震源点的空间位置。根据不同时刻测得的多个震源点位置,结合现场水文地质资料和现场经验,统计得出底板灰岩岩溶发育的区域及分布规律。Through the free and random swimming of deep-water pressure-resistant organisms in the floor limestone karst water, the source point is brought to different areas in the floor limestone; Swimming freely for a certain period of time, bring the source point to different areas in the floor limestone; using a mine microseismometer, the detectors arranged in different positions in the underground roadway simultaneously measure the explosion vibration signal of the source point in the floor limestone , through the data processing of the microseismometer to obtain the spatial position of the downhole seismic source point. Based on the locations of multiple hypocenters measured at different times, combined with on-site hydrogeological data and on-site experience, the areas and distribution rules of floor limestone karst development are statistically obtained.
上述具体实施例中:Among the above-mentioned specific examples:
深水耐压生物:Deep-water pressure-resistant organisms:
必须具有耐压、体型细长、善于游动特点,能够在地下高地压岩溶水中存活时间较长,将震动点分布底板灰岩岩溶的不同区域。It must have the characteristics of pressure resistance, slender body, good at swimming, and be able to survive for a long time in underground high-pressure karst water, and distribute the vibration points in different areas of the floor limestone karst.
淡水鱼类由于主要生活在0~100m,其抗压值为一般小于1Mpa。而海洋鱼类,由于海洋深度大,其抗压强度差异较大,如表1所示:Since freshwater fish mainly live at 0-100m, their compressive value is generally less than 1Mpa. As for marine fish, due to the large depth of the ocean, their compressive strength varies greatly, as shown in Table 1:
表1鱼类及耐压范围Table 1 Fish and pressure range
通过表中鱼类的抗压值比较,黑鲷、鲟鱼、鳗鱼、黄鳝、章鱼等能够承受大于1Mpa水压,其中黄鳝和鳗鱼的承压值较大(2~10Mpa),而且善于游动,对环境要求不高,能够带动探测仪在灰岩岩溶水中运动,并且取材广泛,成本较低。Through the comparison of the pressure resistance values of the fish in the table, black sea bream, sturgeon, eel, rice field eel, octopus, etc. can withstand water pressure greater than 1Mpa, among which rice field eel and eel have higher pressure resistance values (2~10Mpa), and are good at swimming , has low environmental requirements, can drive the detector to move in limestone karst water, and has a wide range of materials and low cost.
震源点:source point:
如图1所示,具备密封空气、承受高水压和包裹炸药的功能,产生较强震动波。包括连接绳1、炸药部2和漂浮部3。炸药部2具有定时起爆,一次爆破产生较强的震动波。漂浮部3的作用是:充入气体调节震源装置的整体容重,使之与岩溶水容重相同,能够悬浮在岩溶水中。连接绳1将深水生物4、炸药部2和漂浮部3连接在一起。As shown in Figure 1, it has the functions of sealing air, withstanding high water pressure and wrapping explosives, and generates strong shock waves. It includes a connecting
漂浮部3:内充满空气,主要调节震源装置整体容重的作用。Floating part 3: It is filled with air, mainly to adjust the overall bulk density of the source device.
炸药部2:主要采用普通矿用炸药5和电子引爆器6。矿用炸药5具有相熔性好、爆速高、威力大、感度低的特点,可以满足震动爆破要求。电子起爆器6具有定时起爆功能,设定引爆时刻,准时起爆。Explosives Department 2: Mainly use
震动信号接收处理器:Shock signal receiving processor:
震动信号接收处理器通过矿用微震仪和布置在井下巷道中不同位置的检波器,测得底板灰岩中震源点的爆炸震动信号,通过微震仪数据处理求出井下震源点的空间位置。例如综合工程探测仪(地震仪)。The vibration signal receiving processor uses the mining microseismometer and geophones arranged in different positions in the underground roadway to measure the explosion vibration signal of the seismic source point in the floor limestone, and obtains the spatial position of the underground seismic source point through the data processing of the microseismometer. Such as comprehensive engineering detector (seismograph).
上述具体实施例的探测过程如下:The detection process of the above specific embodiment is as follows:
1、准备工作:1. Preparation:
(1)灰岩岩溶水样测量:可通过连通灰岩岩溶的地面钻孔或在已发掘灰岩溶洞出露点取出岩溶水水样,进行水质检测,进行深水生物试验,测定深水生物在岩溶水的最大生存时间T;(1) Limestone karst water sample measurement: karst water samples can be taken out through ground drilling connected to limestone karst or at the outcropping point of excavated limestone karst caves for water quality testing and deep-water biological tests to determine the presence of deep-water organisms in karst water. The maximum survival time T;
(2)材料准备:准备一定数量的合适深水耐压生物、震动波接收处理器、定时器、连接绳等相关材料;(2) Material preparation: Prepare a certain number of suitable deep-water pressure-resistant organisms, shock wave receiving processors, timers, connecting ropes and other related materials;
(3)探测仪波速校准:岩溶附近巷道能设置几个爆炸点,校准综合工程探测仪地震波波在巷道岩层内传播速度V岩。(3) Calibration of the wave velocity of the detector: Several explosion points can be set in the roadway near the karst, and the seismic wave propagation speed V rock of the integrated engineering detector in the roadway rock formation can be calibrated.
(4)震源装置组装:根据现场监测要求,在炸药部,在每个震源点安装定时器和少量矿用炸药,设定炸药引爆时刻Ti(Ti<T);在漂浮部,充入空气调节震源装置的整体容重,使之与岩溶水容重相同,能够悬浮在岩溶水中。(4) Assembling the source device: according to the site monitoring requirements, in the explosive part, install a timer and a small amount of mining explosive at each source point, and set the explosive detonation time Ti (Ti<T); in the floating part, fill the air conditioner The overall bulk density of the source device is the same as that of karst water, so it can be suspended in karst water.
2、现场监测:2. On-site monitoring:
(1)将深水生物和震源点连接组成深水生物探测传感器,在已发掘灰岩溶洞出露点或者打地面钻孔到灰岩溶洞,将深水生物探测传感器放入岩溶水域中,经过一定时间让深水生物在灰岩溶洞内充分游动,将震源点带到底板灰岩中的不同区域;(1) Connect the deep-water organisms and the source point to form a deep-water biological detection sensor. At the exposed point of the excavated limestone karst cave or drill the ground into the limestone karst cave, put the deep-water biological detection sensor into the karst waters. After a certain period of time, let the deep water Organisms fully swim in the limestone cave, bringing the source point to different areas in the floor limestone;
(2)如图2、图3所示,布置在工作面内按照一定方式布置探测仪检测器;(2) As shown in Figure 2 and Figure 3, the detectors are arranged in a certain way in the working face;
(3)在Ti时刻定时引爆器准时引爆炸药,产生爆炸震动波,通过在Ti+Δtij时刻j号震动波检测器接受到震动信号。(3) The timing detonator punctually detonates the explosive at the time Ti to generate an explosion shock wave, and the shock signal is received by the shock wave detector j at the time Ti+Δtij.
3、数据处理:3. Data processing:
(1)根据计算公式计算出爆炸点与原点检测器点相对位置,使用多组不同方位的震动检测器,加强探测数据的准确性和确定爆炸点空间位置。根据不同时刻测得的多个震源点位置,统计得出底板灰岩岩溶发育的区域及分布规律。(1) Calculate the relative position of the explosion point and the origin detector point according to the calculation formula, and use multiple sets of vibration detectors with different orientations to enhance the accuracy of the detection data and determine the spatial position of the explosion point. According to the locations of multiple hypocenters measured at different times, the area and distribution law of floor limestone karst development are obtained statistically.
(2)结合现场出露点分布范围及水文地质条件,确定底板灰岩岩溶发育区域。(2) Combining the distribution range of outcropping points and hydrogeological conditions on site, determine the karst development area of floor limestone.
上述具体实施例具有以下有益效果:The above specific embodiments have the following beneficial effects:
1、观测所需要的深水生物和仪器都是可通过市场购买或定做的,材料广泛,成本很低;1. The deep-water organisms and instruments required for observation can be purchased or customized through the market, with a wide range of materials and low cost;
2、观测过程中,特别适合野外和煤矿巷道作业;2. During the observation process, it is especially suitable for field and coal mine roadway operations;
3、测点布置在岩溶内部,通过一次爆炸产生震动波信号,穿透岩层距离大,测量结果较为准确。3. The measuring points are arranged inside the karst, and a shock wave signal is generated through an explosion, which penetrates a large distance into the rock formation and the measurement results are more accurate.
以上所述,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本发明的保护范围之内。The above is only a preferred embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Any person skilled in the art within the technical scope disclosed in the present invention can easily think of changes or Replacement should be covered within the protection scope of the present invention.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010122725XA CN101833112B (en) | 2010-03-11 | 2010-03-11 | Base plate limestone karst stationing detection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010122725XA CN101833112B (en) | 2010-03-11 | 2010-03-11 | Base plate limestone karst stationing detection method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101833112A CN101833112A (en) | 2010-09-15 |
| CN101833112B true CN101833112B (en) | 2012-07-04 |
Family
ID=42717251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010122725XA Expired - Fee Related CN101833112B (en) | 2010-03-11 | 2010-03-11 | Base plate limestone karst stationing detection method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101833112B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155502B (en) * | 2015-09-25 | 2017-01-25 | 青岛理工大学 | Method for measuring collapse risk of karst cave type foundation |
| CN115016006B (en) * | 2022-06-06 | 2023-05-16 | 四川煤矿安全监察局安全技术中心 | Microseism positioning method and positioning system based on mine safety monitoring |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101660427A (en) * | 2009-05-18 | 2010-03-03 | 中国矿业大学(北京) | Three-chart two-prediction method for quantitative evaluation and prediction of coal-bed top-plate water burst (inrush) conditions |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10153666A (en) * | 1996-11-25 | 1998-06-09 | Kumagai Gumi Co Ltd | Prediction method for geology of crust in face front in tunnel |
-
2010
- 2010-03-11 CN CN201010122725XA patent/CN101833112B/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101660427A (en) * | 2009-05-18 | 2010-03-03 | 中国矿业大学(北京) | Three-chart two-prediction method for quantitative evaluation and prediction of coal-bed top-plate water burst (inrush) conditions |
Non-Patent Citations (2)
| Title |
|---|
| JP特开平10-153666A 1998.06.09 |
| 黄理兴等.采用综合物探技术勘测岩溶分布的试验研究.《岩土力学》.1990,第11卷(第3期),55-61. * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101833112A (en) | 2010-09-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Jiang et al. | Vibration effect and ocean environmental impact of blasting excavation in a subsea tunnel | |
| CN112485823A (en) | High-efficiency comprehensive advanced geological prediction method | |
| Gustavsson et al. | Seismic borehole tomography—measurement system and field studies | |
| JP2016095140A (en) | Method of exploring ahead of tunnel face | |
| CN110261901B (en) | Evaluation method of rockburst intensity in deep rock mass based on induced vibration | |
| CN205080268U (en) | Use and move seismic wave test system of spy as seismic source | |
| CN101833112B (en) | Base plate limestone karst stationing detection method | |
| CN107165678A (en) | Blasting vibration monitoring method for deeply-buried underground water supply pipeline | |
| CA2807885C (en) | Seismic energy sources and methods of use | |
| Leidig et al. | Quantification of ground vibration differences from well-confined single-hole explosions with variable velocity of detonation | |
| JP4187042B2 (en) | Seismic depth transmission method using underground insertion tube | |
| CN202204937U (en) | Detection transmission module of seismic prospecting instrument | |
| CN211786147U (en) | Tunnel seismic wave advanced geological detection system | |
| Greenhalgh et al. | A crosswell seismic experiment for nickel sulphide exploration | |
| CN201892748U (en) | Sensor-string equipment for superficial geological survey | |
| RU2243574C1 (en) | Method for evaluating optimal characteristics of explosives | |
| Kuang et al. | Analysis of the mechanism underpinning the evolution of rockburst-collapse compound hazards in a deep-buried drilling and blasting tunnel | |
| Rao et al. | The blasting test and blasting vibration monitoring of vertical crater retreat mining method in the Luohe iron mine | |
| WO2011133066A3 (en) | Method for the seismic surveying of rocks | |
| SURáNyI et al. | Contributions of geophysical techniques to the exploration of the Molnár János Cave (Budapest, Hungary) | |
| CN119738867B (en) | Passive tunnel boring poor geological detection device and method | |
| Wang | Longwall mining-induced fracture characterisation based on seismic monitoring | |
| RU2613050C1 (en) | Method for locating acoustic emission sources in rock mass | |
| Reimann et al. | Soil vibration due to offshore pile driving and induced underwater noise | |
| RU2498350C1 (en) | Method for seismic survey using drift survey data |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 Termination date: 20160311 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |

