JPH0454484A - Ground investigating method - Google Patents
Ground investigating methodInfo
- Publication number
- JPH0454484A JPH0454484A JP2165291A JP16529190A JPH0454484A JP H0454484 A JPH0454484 A JP H0454484A JP 2165291 A JP2165291 A JP 2165291A JP 16529190 A JP16529190 A JP 16529190A JP H0454484 A JPH0454484 A JP H0454484A
- Authority
- JP
- Japan
- Prior art keywords
- gamma
- investigation
- ground
- hole
- ray source
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims description 18
- 230000005251 gamma ray Effects 0.000 claims abstract description 72
- 238000011835 investigation Methods 0.000 claims abstract description 66
- 230000005855 radiation Effects 0.000 claims description 3
- 238000005259 measurement Methods 0.000 abstract description 17
- 230000005540 biological transmission Effects 0.000 abstract description 7
- 239000000523 sample Substances 0.000 abstract description 4
- 230000005283 ground state Effects 0.000 abstract 1
- 238000009826 distribution Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000001514 detection method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- GUTLYIVDDKVIGB-OUBTZVSYSA-N Cobalt-60 Chemical compound [60Co] GUTLYIVDDKVIGB-OUBTZVSYSA-N 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Landscapes
- Geophysics And Detection Of Objects (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は地盤または岩盤内の状況を調査する地盤調査方
法に係り、特にγ線透過法を採用して地盤の密度を測定
することにより地盤状況を高精度に、かつ広範囲に推定
し得る地盤調査方法に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a ground investigation method for investigating the conditions within the ground or rock, and in particular, the method of investigating the ground by measuring the density of the ground using the gamma ray transmission method. This field relates to a ground investigation method that can estimate conditions over a wide range with high precision.
ラジオアイソトープ(RI)を用いる地盤調査方法とし
て、従来、散乱型(反射型)γ線密度計を用いる方法が
知られている。この反射型γ線密度計は一回の散乱をう
けたγ線を検出する方式であってコリメータを設けるこ
とにより注入状態の方向性は弁別できるが、測定可能範
囲はたかだか半径5〜10cm位である。また、測定値
は測定範囲内の密度分布に依存性があるので、平均密度
を表しているとは言えず、したがって、正確な測定がで
きない。As a ground investigation method using a radioisotope (RI), a method using a scattering type (reflection type) gamma ray densitometer is conventionally known. This reflection type gamma ray densitometer detects gamma rays that have been scattered once, and the directionality of the injection state can be determined by installing a collimator, but the measurable range is at most a radius of 5 to 10 cm. be. Furthermore, since the measured value is dependent on the density distribution within the measurement range, it cannot be said to represent the average density, and therefore accurate measurement cannot be performed.
このように、反射型の測定器を用いる従来の測定方法で
は、測定範囲が5〜10叩と狭いため、正確な地盤状況
を把握するには狭い間隔で多数の試験孔を掘削しなけれ
ばならず、また、測定回数もこれに伴って多くなり、多
大の手間と時間を要するという難点があり、さらに本質
的に精度が低いという難点があった。In this way, conventional measurement methods using reflective measuring instruments have a narrow measurement range of 5 to 10 holes, so it is necessary to drill a large number of test holes at narrow intervals in order to obtain accurate ground conditions. Moreover, the number of measurements increases accordingly, which requires a great deal of effort and time, and furthermore, the accuracy is essentially low.
本発明はかかる従来技術の改良を目的としてなされたも
ので、透過γ線密度計を適用することにより狭い指向性
の範囲内の平均密度を測定し、測定精度の向上およびそ
の測定可能距離の増大を図るものである。The present invention was made with the aim of improving such conventional technology, and by applying a transmission gamma ray densitometer, the average density within a narrow directivity range is measured, improving measurement accuracy and increasing the measurable distance. The aim is to
すなわち、本発明の目的はγ線透過法により地盤の密度
を測定し、これにより地盤状況を高精度にかつ広範囲に
推定し、上述の公知技術に存する欠点を改良した地盤調
査方法を提供することにある。That is, an object of the present invention is to provide a ground investigation method that measures the density of the ground using the gamma ray transmission method, thereby estimating the ground condition with high precision and over a wide range, and that improves the drawbacks of the above-mentioned known techniques. It is in.
前述の目的を達成するため、本発明によれば、地盤中に
T線源を挿入する調査孔およびγ線検出器を挿入する調
査孔をほぼ平行に掘削し、かつこれら調査孔にそれぞれ
T線源およびγ線検出器を挿入し、これら調査孔内のT
線源および/′!たはγ線検出器を該調査孔に沿って移
動させながらT線源からのγ線をγ線検出器で検出する
ことにより調査孔間の地盤状況を調査することを特徴と
する。In order to achieve the above-mentioned object, according to the present invention, an investigation hole for inserting a T-ray source and an investigation hole for inserting a gamma-ray detector are excavated almost parallel to each other in the ground, and a T-ray source is inserted into each of these investigation holes. Insert the source and gamma ray detector, and
source and /′! Alternatively, the ground condition between the investigation holes is investigated by detecting the γ-rays from the T-ray source with the γ-ray detector while moving the γ-ray detector along the investigation hole.
以下、本発明を添付図面を用いて詳述する。Hereinafter, the present invention will be explained in detail using the accompanying drawings.
第1図は本発明にかかる地盤調査法を説胡するだめの断
面図を示す。第1図に示されるように、地盤A中にはT
線源およびγ線検出器をそれぞれ挿入するための調査孔
1.4が所定距離を隔てた位置にほぼ平行に掘削される
。さらに調査孔1には先端にγ線源2の収容された挿入
管3が挿入され、かつ調査孔4にはプローブ5が挿入さ
れる。FIG. 1 shows a sectional view of a device for explaining the ground investigation method according to the present invention. As shown in Figure 1, there is a T in ground A.
Survey holes 1.4 for inserting a radiation source and a gamma ray detector, respectively, are drilled approximately parallel to each other at positions separated by a predetermined distance. Further, an insertion tube 3 containing a gamma ray source 2 at its tip is inserted into the investigation hole 1, and a probe 5 is inserted into the investigation hole 4.
このプローブ5は下方にγ線検出器6、これに給電する
高圧電源7、および検出器6の出力信号を増幅するプリ
アンプ8を収容し、信号線が併設されたケーブル9によ
って調査孔4内に吊り下げて挿入される。10は信号線
を経て送られるγ線検出信号をカウントする計数器であ
る。The probe 5 houses a gamma ray detector 6, a high-voltage power supply 7 that supplies power to it, and a preamplifier 8 that amplifies the output signal of the detector 6, and is inserted into the investigation hole 4 by a cable 9 with a signal line attached. It is inserted by hanging. 10 is a counter that counts the gamma ray detection signal sent via the signal line.
上述の調査孔1内のγ線源2および調査孔4内のγ線検
出器6はそれぞれ調査孔1.4に沿って下方から上方に
移動され(上方から下方でもよい。The gamma ray source 2 in the investigation hole 1 and the gamma ray detector 6 in the investigation hole 4 described above are each moved from below to above (or may be moved from above to below) along the investigation hole 1.4.
以下も同様。)、γ線源2からのγ線をγ線検出器6で
検出することにより地盤の密度を測定し、調査孔1.4
間の地盤状況を調査する。The same goes for the following. ), the density of the ground is measured by detecting the γ-rays from the γ-ray source 2 with the γ-ray detector 6, and
Investigate the ground conditions between.
なお、本発明は第4図示のように、調査孔1の挿入管3
内に複数個のγ線源2.2・・2を軸方査孔4内には1
個のγ線検出器6を配置し、このγ線検出器6のみを調
査孔4に沿って下方から上方に移動して各T線源2.2
・・2からのγ線を1個のγ線検出器6で移動しながら
検出することによりそれぞれの地盤レベルの密度を測定
し、調査孔1.4間の地盤状況を調査することもできる
。In addition, as shown in the fourth diagram, the present invention is directed to the insertion tube 3 of the investigation hole 1.
A plurality of γ-ray sources 2,2...2 are installed in the axial inspection hole 4.
γ-ray detectors 6 are arranged, and only the γ-ray detectors 6 are moved from the bottom to the top along the investigation hole 4 to each T-ray source 2.2.
By detecting the γ-rays from 2 while moving with one γ-ray detector 6, it is also possible to measure the density of each ground level and investigate the ground condition between the investigation holes 1.4.
もちろん、図示しないがこの逆の場合、すなわち、γ線
源2を1個、γ線検出器6を複数個それぞれ調査孔1.
4内に配置し、γ線源2のみを調査孔1に沿って下方か
ら上方に移動して前述と同様に地盤状況を調査してもよ
い。Of course, although not shown, in the opposite case, one gamma ray source 2 and a plurality of gamma ray detectors 6 are provided in the investigation hole 1.
The ground condition may be investigated in the same manner as described above by moving only the γ-ray source 2 from below to above along the investigation hole 1.
さらに、本発明では第3図示のように、γ線源2を挿入
する調査孔1を中心とし、この位置から所定間隔を隔て
た周囲(円周方向)にγ線検出器6を挿入する複数個の
調査孔4.4・・4を、例えば図示のように6個の調査
孔4.4・・4を、調査孔1とほぼ平行に掘削し、これ
ら調査孔1および4にそれぞれγ線源2およびγ線検出
器6を1個づつ挿入し、かつ、これらγ線源2およびγ
線検出器6を第1図示と同様にそれぞれ調査孔1、線検
出器6を第1図示と同様にそれぞれ調査孔1.4に沿っ
て移動させながらγ線源2からのT線をγ線検出器6.
6・・6で検出することにより調査孔1を中心としたγ
線検出器6.6・・6間の地盤状況をそれぞれ調査する
こともできる。また、第3図において、rWA源2また
はγ線検出器6のいずれか一方を一つの調査孔1または
4内に複数個、他方を1個それぞれ挿入し、第4図と同
様にして地盤状況を調査することもできる。Furthermore, in the present invention, as shown in the third figure, a plurality of gamma ray detectors 6 are inserted around the investigation hole 1, into which the gamma ray source 2 is inserted, at a predetermined distance from this position (in the circumferential direction). For example, as shown in the figure, six investigation holes 4.4...4 are drilled almost parallel to investigation hole 1, and these investigation holes 1 and 4 are filled with γ-rays, respectively. One source 2 and one gamma ray detector 6 are inserted, and these gamma ray sources 2 and gamma ray detectors 6 are inserted.
The T-rays from the γ-ray source 2 are detected by moving the ray detector 6 along the investigation hole 1 and the ray detector 6 along the investigation hole 1.4, respectively, as shown in the first figure. Detector 6.
By detecting at 6...6, γ centered on investigation hole 1
It is also possible to investigate the ground conditions between the line detectors 6, 6, and 6. In addition, in FIG. 3, a plurality of either rWA sources 2 or gamma ray detectors 6 are inserted into one investigation hole 1 or 4, and one of the other is inserted into each, and the ground condition is determined in the same manner as in FIG. You can also investigate.
さらに、第3図において、調査孔4は調査孔lを中心と
する円周上に正六角形となるように配設したが、この例
に限られるものではなく、他の正多角形としてもよい。Further, in FIG. 3, the investigation holes 4 are arranged so as to form a regular hexagon on the circumference with the investigation hole l as the center, but the invention is not limited to this example, and other regular polygons may be used. .
また必ずしも調査孔4から調査孔1の距離および調査孔
4同志の間隔も同一である必要はない。ただ、調査孔4
を正多角形に配置すれば、平面的な地盤の密度変化の解
析が容易となり、また調査孔lを中心として左右対象に
配置することにより断面的な地盤の密度変化の解析が容
易になる利点がある。Further, the distance from the investigation hole 4 to the investigation hole 1 and the intervals between the investigation holes 4 do not necessarily need to be the same. However, investigation hole 4
The advantage of arranging them in a regular polygon makes it easier to analyze planar ground density changes, and by arranging them symmetrically with the survey hole l as the center, it becomes easier to analyze cross-sectional ground density changes. There is.
なお、本発明において、γ線源2ならびにT線検出器が
挿入される調査孔はできるだけ平行に設置されることが
必要である。その理由はT線の検出は距離の二乗に反比
例するため距離が変化すると土層の変化よりも距離の変
化による影響が大きくなり、正確な解析が困難となるた
めである。In the present invention, it is necessary that the investigation holes into which the γ-ray source 2 and the T-ray detector are inserted are installed as parallel as possible. The reason for this is that detection of the T-line is inversely proportional to the square of the distance, so when the distance changes, the effect of the change in distance is greater than that of the change in the soil layer, making accurate analysis difficult.
また、同じ理由で調査孔内のT線源、T線検出器の移動
は両者がほぼ同一深度を保持するようになされることが
望ましい。Furthermore, for the same reason, it is desirable that the T-ray source and T-ray detector within the investigation hole be moved so that they both maintain approximately the same depth.
このことはすなわち、調査孔の最下部から同じ速度で両
者を引き上げながら(例えばlfl+/分)測定すると
か、あるいは0.5m毎に測定して引き上げる等の手段
によって達成される。This can be accomplished by measuring both from the bottom of the hole at the same speed (for example lfl+/min) or by measuring and pulling them every 0.5 m.
上述の本発明は自然地盤の土質調査のみならず、改良地
盤の効果の確認にも用いることができる。The present invention described above can be used not only for soil investigation of natural ground but also for confirming the effect of improved ground.
たとえば、第3図において注入前の地盤を測定してのち
、調査孔から薬液あるいはセメントグラウト注入し、そ
の後再度調査孔から改良地盤を測定1;
すれば各土層βおける密度の増加状況を連続的に測定で
きる。For example, in Figure 3, after measuring the ground before injection, injecting chemical solution or cement grout through the investigation hole, and then measuring the improved ground again through the investigation hole1; then, the increase in density in each soil layer β can be continuously observed. Can be measured accurately.
また、本発明における調査孔は垂直方向でなくても、斜
めまたは水平に設けてよいのは勿論である。Furthermore, it goes without saying that the investigation hole in the present invention does not have to be provided vertically, but may be provided obliquely or horizontally.
上述の本発明方法ではγ線透通型密度計が配置されるこ
とになる。このような密度計ではγ線源2から放射され
たT線のうち地盤内を透過してきたT線だけが検出器に
よって検出されるので、その測定範囲は第11!l中の
一点鎖線A−A’の間であって、その第1図■−■線よ
りみた平面図である第2図中の一点鎖線B−B’の間に
挟まれるせまい範囲となる。In the method of the present invention described above, a γ-ray transmission type densitometer is arranged. In such a density meter, the detector detects only the T-rays that have passed through the ground among the T-rays emitted from the γ-ray source 2, so the measurement range is 11! It is a narrow range sandwiched between the dashed-dotted line A-A' in FIG. 1 and the dashed-dotted line BB' in FIG.
したがって、本発明における測定値は一点鎖線で囲まれ
た第1図のA−A’ 、第2図のB−B’の範囲内の地
盤の平均密度を示すものとなり、さらにその測定範囲の
方向性がよい(広がりがせまい)ので、従来使用されて
きた散乱型RI計器に比べて測定精度は大幅に向上する
。Therefore, the measured value in the present invention indicates the average density of the ground within the range AA' in Figure 1 and BB' in Figure 2 surrounded by the dashed-dotted line, and furthermore, the direction of the measurement range is Because of its good properties (small spread), measurement accuracy is greatly improved compared to conventionally used scattering type RI instruments.
また、γ線源2と検出器6の隔たりを50cmとすると
、γ線源2に100μCjのコバルト60を用い検出器
6にGM管を用いた場合は約10分間の測定で必要な精
度で地盤の密度の測定ができ、γ線源2に10mC1の
ものを用いれば、約1分間の測定で必要な精度の測定が
可能である。Furthermore, assuming that the distance between the γ-ray source 2 and the detector 6 is 50 cm, if 100 μCj of cobalt-60 is used for the γ-ray source 2 and a GM tube is used for the detector 6, the ground can be measured with the necessary accuracy in about 10 minutes. If a gamma ray source 2 with a density of 10 mC1 is used, the required accuracy can be measured in about 1 minute.
次に、第3図における本発明の測定手順を説明する。γ
線源2として10mC1を用い、γ線源2と検出器6の
間隔を501とすると、約1分間の測定時間で必要な精
度の測定が可能である。まず、最下部で各検出器6の計
数率を所定の時間(この例では1分間)記録し、ついで
γ線源2と検出器6とを所定長ずつ引き上げながら測定
を繰り返すか、あるいは連続的に測定しながら1分間に
1mという速度で引き上げる。このようにすると、これ
らのデータに基づいて地盤の密度変化の態様と地盤密度
の分布状態、土層の変化とその位置関係およびこれらの
立体的な関係を知ることができるので、これらの情報か
ら地盤状況を精度よく推定することができる。Next, the measurement procedure of the present invention shown in FIG. 3 will be explained. γ
If 10 mC1 is used as the radiation source 2 and the distance between the gamma ray source 2 and the detector 6 is set to 501, it is possible to measure with the required accuracy in a measurement time of about 1 minute. First, the counting rate of each detector 6 is recorded at the bottom for a predetermined period of time (1 minute in this example), and then the measurement is repeated while raising the gamma ray source 2 and detector 6 by a predetermined length, or the measurement is continuously performed. It was pulled up at a speed of 1 meter per minute while measuring the distance. In this way, based on this data, it is possible to know the mode of ground density changes, the distribution of ground density, changes in soil layers, their positional relationships, and their three-dimensional relationships. Ground conditions can be estimated with high accuracy.
本発明は以上詳細に説明したように地盤内にほぼ平行し
て調査孔を設け、T線を何れかの孔内に、T線検出器を
他の何れかの孔内に挿入してこれらを引き上げながら地
盤の密度を測定して番孔の間について密度測定を行い、
これらの密度の分布の1!!様から等該地盤状況を把握
するようにしたもので、透過型T線密度計で測定するの
で測定範囲が広くなり(はぼ1mの距離まで可能)調査
孔の数を少なくできるとともに方向分布についての情報
も得られ、さらに得られた測定値は測定範囲内の平均密
度であるので、地盤状況あるいは改良状況を精度よく推
定できる利点もある。また、調査孔間の改良前後の密度
差の分布状態から改良状態を精度よく推定することがで
きる。As explained in detail above, the present invention provides investigation holes in the ground in parallel to each other, and inserts a T-ray into one of the holes and a T-ray detector into another hole. Measure the density of the ground while pulling up, and measure the density between the guard holes.
1 of these density distributions! ! Since the measurement is performed using a transmission type T-line densitometer, the measurement range is wide (up to a distance of approximately 1 m), the number of investigation holes can be reduced, and the directional distribution can be ascertained. Furthermore, since the obtained measurement value is the average density within the measurement range, there is also the advantage that the ground condition or improvement condition can be estimated with high accuracy. In addition, the improvement state can be estimated with high accuracy from the distribution state of the density difference between the investigation holes before and after the improvement.
3・・・挿入管、 6・・・T線検出器、 8・・・プリアンプ、 lO・・・計数器。3...insertion tube, 6...T-ray detector, 8...Preamplifier, lO...Counter.
5・・・プローブ、 7・・・高圧電源、 9・・・ケーブル、5... Probe, 7...High voltage power supply, 9... Cable,
Claims (3)
器を挿入する調査孔をほぼ平行に掘削し、かつこれら調
査孔にそれぞれγ線源およびγ線検出器を挿入し、これ
ら調査孔内のγ線源および/またはγ線検出器を該調査
孔に沿って移動させながらγ線源からのγ線をγ線検出
器で検出することにより調査孔間の地盤状況を調査する
ことを特徴とする地盤調査方法。(1) A survey hole for inserting a gamma-ray source into the ground and a survey hole for inserting a gamma-ray detector are excavated almost parallel to each other, and a gamma-ray source and a gamma-ray detector are respectively inserted into these survey holes. Investigate the ground conditions between the investigation holes by detecting γ-rays from the γ-ray source with the γ-ray detector while moving the γ-ray source and/or γ-ray detector inside the investigation hole. A ground investigation method characterized by:
線源を挿入する調査孔を中心とし、この周囲にγ線検出
器を挿入する複数個の調査孔を該γ線源の調査孔とほぼ
平行に掘削し、かつこれら調査孔にそれぞれγ線源およ
びγ線検出器を挿入し、これら調査孔内のγ線源および
/またはγ線検出器を該孔に沿って移動させながらγ線
源からのγ線をγ線検出器で検出することによりγ線源
の調査孔とγ線検出器の調査孔間の地盤状況をそれぞれ
調査することを特徴とする地盤調査方法。(2) In the ground investigation method according to claim 1, γ
Centering around the research hole into which the radiation source is inserted, multiple research holes into which the gamma-ray detectors are inserted are drilled approximately parallel to the research hole for the gamma-ray source, and each gamma-ray source is inserted into each of these research holes. and a gamma ray detector, and detecting gamma rays from the gamma ray source with the gamma ray detector while moving the gamma ray source and/or the gamma ray detector in these investigation holes along the hole. A ground investigation method characterized by investigating the ground conditions between the gamma ray source investigation hole and the gamma ray detector investigation hole.
において、γ線源またはγ線検出器のいずれか一方を複
数個、他方を一個それぞれの調査孔内に挿入し、かつ前
記他方の一個を調査孔に沿って移動させながらγ線源か
らのγ線をγ線検出器で検出することにより、調査孔間
の地盤状況を調査することを特徴とする地盤調査方法。(3) In the ground investigation method according to claim 1 or 2, a plurality of either a gamma ray source or a gamma ray detector and one gamma ray detector are inserted into each investigation hole, and the A ground investigation method characterized by investigating the ground condition between investigation holes by detecting γ-rays from a γ-ray source with a γ-ray detector while moving the other one along the investigation hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2165291A JPH0454484A (en) | 1990-06-22 | 1990-06-22 | Ground investigating method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2165291A JPH0454484A (en) | 1990-06-22 | 1990-06-22 | Ground investigating method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0454484A true JPH0454484A (en) | 1992-02-21 |
Family
ID=15809541
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2165291A Pending JPH0454484A (en) | 1990-06-22 | 1990-06-22 | Ground investigating method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0454484A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5020462A (en) * | 1973-06-27 | 1975-03-04 | ||
| JPS59203119A (en) * | 1983-04-28 | 1984-11-17 | Kyokado Eng Co Ltd | Method and grout injection pipe for measuring injection condition of grout and grout injection control system |
-
1990
- 1990-06-22 JP JP2165291A patent/JPH0454484A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5020462A (en) * | 1973-06-27 | 1975-03-04 | ||
| JPS59203119A (en) * | 1983-04-28 | 1984-11-17 | Kyokado Eng Co Ltd | Method and grout injection pipe for measuring injection condition of grout and grout injection control system |
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