JPH06249724A - Geostatic gauge - Google Patents

Geostatic gauge

Info

Publication number
JPH06249724A
JPH06249724A JP5038978A JP3897893A JPH06249724A JP H06249724 A JPH06249724 A JP H06249724A JP 5038978 A JP5038978 A JP 5038978A JP 3897893 A JP3897893 A JP 3897893A JP H06249724 A JPH06249724 A JP H06249724A
Authority
JP
Japan
Prior art keywords
pressure
earth pressure
pressure receiving
receiving beam
geostatic
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.)
Granted
Application number
JP5038978A
Other languages
Japanese (ja)
Other versions
JP3254611B2 (en
Inventor
Atsuo Onoe
篤生 尾上
Hiroyuki Hotta
洋之 堀田
Kenichi Nakagawa
健一 中川
Tatsuya Moro
達也 茂呂
Yoshitaka Yamazaki
喜尚 山崎
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP03897893A priority Critical patent/JP3254611B2/en
Publication of JPH06249724A publication Critical patent/JPH06249724A/en
Application granted granted Critical
Publication of JP3254611B2 publication Critical patent/JP3254611B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)

Abstract

PURPOSE:To allow highly reliable geostatic measurement of curved surface or sandy ground by arranging a plurality of load gauges oppositely to the plane of a pressure receiving beam touching a part to be measured. CONSTITUTION:Since the pressure receiving beam 4 of a geostatic gauge 1 is a long rigid body, geostatic pressure is received accurately by the pressure receiving beam 4 regardless of the properties of the ground, e.g. the grain size of soil. Furthermore, since the pressure receiving plane 4a is curved, geostatic pressure of curved surface is received accurately. Since a long pressure receiving beam 4 and two load gauges 3 are used, any one part of the pressure receiving beam 4 is subjected to maximum geostatic pressure even if the geostatic pressure is different at respective parts within a ground to be measured, and an average geostatic pressure acting on the pressure receiving plane can be measured. Furthermore, since the geostatic pressure is measured while holding the pressure receiving beam 4 and the load gauge 3 in a groove 5 of a rod 2, measuring work is facilitated while suppressing measurement error.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、例えば地震時における
地盤の挙動実験等に用いられる土圧計に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earth pressure gauge used for a ground behavior test or the like during an earthquake, for example.

【0002】[0002]

【従来の技術】一般に高層建築物等の大型建築物を構築
する場合には、地震時における建築物を構築する地盤の
性状等を知るために、実験によって地盤の性状を確認す
ることが行われている。このような地盤の性状実験とし
ては、例えば実験地盤を収納した模型に遠心力を作用さ
せ、遠心力によって地盤に荷重を付加して土圧を測定す
る方法が知られている。このような実験を行う場合に使
用される荷重計としては、土圧を計測するセンサ部分に
直接土圧が作用する土圧計が多用され、従来において
は、例えば図4に示すような土圧計が知られている。図
4に示す土圧計は、ダイヤフラムをリングに設けたダイ
ヤフラム式荷重計であり、このダイヤフラム式荷重計は
土圧を直接ダイヤフラムに作用させ、ダイヤフラムの変
位に基づいて土圧を測定するものである。
2. Description of the Related Art Generally, when building a large-scale building such as a high-rise building, it is necessary to confirm the properties of the ground by experiments in order to know the properties of the ground on which the building is constructed during an earthquake. ing. As such a ground property test, for example, a method is known in which a centrifugal force is applied to a model containing the experimental ground and a load is applied to the ground by the centrifugal force to measure the earth pressure. As a load meter used when performing such an experiment, an earth pressure gauge in which the earth pressure directly acts on a sensor portion for measuring the earth pressure is often used. In the conventional art, for example, an earth pressure gauge as shown in FIG. 4 is used. Are known. The earth pressure gauge shown in FIG. 4 is a diaphragm type load meter in which a diaphragm is provided on a ring, and this diaphragm type load meter measures the earth pressure based on the displacement of the diaphragm by directly acting the earth pressure on the diaphragm. .

【0003】[0003]

【発明が解決しようとする課題】従来の土圧計により土
圧の測定を行うと、測定地盤の土粒子が細かい場合には
通常の計測が可能であるが、土粒子が粗である場合には
受圧面が小さいために測定値に誤差が生じるという不都
合がある。また、ダイヤフラムの変位を1つの測定点で
計測するために実測土圧の信憑性が低いとともに、土圧
によってダイヤフラムリングに応力が集中するためにダ
イヤフラムでの計測が不正確になるという問題がある。
また、ダイヤフラムの受圧面が平面であるため、曲面土
圧は測定できないという問題があるとともに、平面土圧
であっても砂地盤の場合には、砂地盤のアーチ作用によ
ってダイヤフラムに正確に土圧が加わらないため、実際
上計測ができないという問題がある。本発明は、上記事
情に鑑みてなされたものであり、曲面土圧や砂地盤での
計測が可能であるとともに、測定誤差が小さく信頼性の
高い測定ができる土圧計を提供することを目的とする。
When the earth pressure is measured by a conventional earth pressure gauge, the ordinary measurement is possible when the soil particles in the measurement ground are fine, but when the soil particles are coarse, Since the pressure receiving surface is small, there is an inconvenience that an error occurs in the measured value. Further, since the displacement of the diaphragm is measured at one measurement point, the reliability of the measured earth pressure is low, and the stress is concentrated on the diaphragm ring due to the earth pressure, so that the measurement by the diaphragm becomes inaccurate. .
In addition, since the pressure receiving surface of the diaphragm is flat, there is a problem that curved surface earth pressure cannot be measured. Is not added, there is a problem that measurement cannot be actually performed. The present invention has been made in view of the above circumstances, and an object of the present invention is to provide an earth pressure gauge that can perform measurement on a curved surface earth pressure and sand ground and has a small measurement error and high reliability. To do.

【0004】[0004]

【課題を解決するための手段】前記の課題を解決するた
めの請求項1記載の土圧計は、地盤の被測定部に当接し
て該被測定部の土圧を受圧する長尺の受圧梁と、この受
圧梁の前記被測定部に当接する面とは反対側の面に、前
記受圧梁の長手方向に一定距離離間して当接するよう配
置された複数の荷重計とを具備している。請求項2記載
の土圧計は、請求項1記載の土圧計において、長さ方向
に溝を有するとともに、該溝の底面に荷重計取付穴を有
するロッドを備えてなり、前記荷重計取付穴内に前記荷
重計が配置され、前記溝内に前記受圧梁が配置されてい
る。請求項3記載の土圧計は、請求項1、または請求項
2記載の土圧計において、前記受圧梁の被測定部に当接
する面が曲面とされている。
An earth pressure gauge according to claim 1 for solving the above-mentioned problems is an elongated pressure-bearing beam which comes into contact with a measured portion of the ground to receive the earth pressure of the measured portion. And a plurality of load cells arranged on the surface opposite to the surface of the pressure receiving beam that contacts the portion to be measured so as to contact the pressure receiving beam at a certain distance in the longitudinal direction of the pressure receiving beam. . The earth pressure gauge according to claim 2 is the earth pressure gauge according to claim 1, wherein the earth pressure gauge includes a rod having a groove in a longitudinal direction and a load meter mounting hole at a bottom surface of the groove, and the rod is provided in the load meter mounting hole. The load meter is arranged, and the pressure receiving beam is arranged in the groove. An earth pressure gauge according to a third aspect of the present invention is the earth pressure gauge according to the first aspect or the second aspect, wherein a surface of the pressure receiving beam that abuts against the measured portion is a curved surface.

【0005】[0005]

【作用】請求項1記載の土圧計は、土圧を受圧する長尺
の受圧梁と、受圧梁の被測定部に当接する面とは反対側
の面に配置された複数の荷重計とを具備している。従っ
て、長尺な受圧梁に地盤の土圧が作用し、これによって
生じる受圧梁の変位を荷重計が土圧として検出する。請
求項2記載の土圧計は、長さ方向に溝を有するとともに
溝の底面に荷重計取付穴を有するロッドを備え、荷重計
取付穴内に荷重計が配置されて溝内に受圧梁が配置され
ている。従って、受圧梁および荷重計がロッドの溝内に
収納されているため、受圧梁および荷重計を定位置に保
持した状態で計測できる。請求項3記載の土圧計は、受
圧梁の被測定部に当接する面が曲面とされているため、
受圧梁の曲面の曲率を地盤の曲面の曲率に合わせて受圧
面を形成すれば、曲面土圧が正確に受圧梁に伝達されて
測定できる。
The earth pressure gauge according to claim 1 comprises a long pressure receiving beam for receiving the earth pressure, and a plurality of load gauges arranged on the surface opposite to the surface of the pressure receiving beam which abuts against the measured portion. It has. Therefore, the earth pressure of the ground acts on the long pressure receiving beam, and the displacement of the pressure receiving beam caused by this is detected by the load meter as the earth pressure. The earth pressure gauge according to claim 2 is provided with a rod having a groove in the length direction and a load meter mounting hole on the bottom surface of the groove, the load meter is arranged in the load meter mounting hole, and the pressure receiving beam is arranged in the groove. ing. Therefore, since the pressure receiving beam and the load meter are housed in the groove of the rod, it is possible to perform the measurement with the pressure receiving beam and the load meter held in the fixed positions. In the earth pressure gauge according to claim 3, since the surface of the pressure receiving beam that abuts against the measured portion is a curved surface,
If the pressure receiving surface is formed by matching the curvature of the curved surface of the pressure receiving beam with the curvature of the curved surface of the ground, the curved surface earth pressure can be accurately transmitted to the pressure receiving beam for measurement.

【0006】[0006]

【実施例】本発明による実施例について以下に説明す
る。図1は本発明の土圧計の一実施例であり、図2はこ
の土圧計を使用して遠心模型実験において土圧を測定し
ているところである。図1において、符号1は土圧計を
示し、この土圧計1はロッド2と、このロッド2内に取
り付けられた荷重計3、3と、この荷重計3、3上に配
設された受圧梁4とから概略構成されている。ロッド2
は、断面円形のアルミ棒により形成されたものであり、
その長さ方向に溝5が形成されている。この溝5の底面
には、溝5よりさらに下方へ切り込まれた幅寸法が小さ
い細溝6が形成されるとともに、長さ方向に一定間隔を
おいて荷重計配置穴7、7が形成されている。この荷重
計配置穴7、7内には荷重計3、3が挿入配置され、こ
の荷重計3、3の出力を取り出すリード線8、8が細溝
6を通してロッド2の外部へ引き出され、リード線8、
8は図示しない制御部に接続されている。
EXAMPLES Examples according to the present invention will be described below. FIG. 1 shows an embodiment of the earth pressure gauge of the present invention, and FIG. 2 shows the earth pressure measurement in a centrifugal model experiment using this earth pressure gauge. In FIG. 1, reference numeral 1 indicates an earth pressure gauge, and the earth pressure gauge 1 includes a rod 2, load meters 3 and 3 attached to the rod 2, and pressure receiving beams arranged on the load meters 3 and 3. 4 and 4. Rod 2
Is an aluminum rod with a circular cross section,
Grooves 5 are formed in the length direction. On the bottom surface of the groove 5, a narrow groove 6 having a smaller width dimension cut further downward than the groove 5 is formed, and load meter arrangement holes 7, 7 are formed at regular intervals in the length direction. ing. The load cells 3 and 3 are inserted and arranged in the load cell placement holes 7 and 7, and the lead wires 8 and 8 for taking out the output of the load cells 3 and 3 are pulled out to the outside of the rod 2 through the narrow groove 6, Line 8,
Reference numeral 8 is connected to a control unit (not shown).

【0007】ロッド2の溝5内には受圧梁4が配置さ
れ、この受圧梁4は断面略矩形で長尺のアルミ製の棒体
で形成されている。この受圧梁4の受圧面4aは、溝5
から僅かに突出した状態となっており、受圧面4aはロ
ッド2の外周面2aに沿う方向に湾曲された曲面となっ
ている。
A pressure receiving beam 4 is arranged in the groove 5 of the rod 2, and the pressure receiving beam 4 is formed of a long aluminum rod having a substantially rectangular cross section. The pressure receiving surface 4a of the pressure receiving beam 4 is provided with the groove 5
The pressure receiving surface 4a is a curved surface curved in the direction along the outer peripheral surface 2a of the rod 2.

【0008】次に、上記の土圧計1を使用して遠心模型
実験において、土圧を測定する手順について説明する。
図2において、符号9は地盤、符号10は地盤内に埋設
された構造物であり、土圧計1はこの構造物10内に配
設される。この場合、土圧計1の受圧梁4の受圧面4a
は、構造物10に沿う地盤9aに接するように配置して
おく。この状態において、地盤9に遠心力を作用させて
土圧を変化させた場合には、受圧梁4の受圧面4aに土
圧が作用して、この変位が荷重計3、3に伝達され、荷
重計3、3の出力がリード線8、8を通して制御部へ送
られて土圧が測定される。
Next, a procedure for measuring earth pressure in a centrifugal model test using the earth pressure gauge 1 will be described.
In FIG. 2, reference numeral 9 is the ground, reference numeral 10 is a structure buried in the ground, and the earth pressure gauge 1 is arranged in the structure 10. In this case, the pressure receiving surface 4a of the pressure receiving beam 4 of the earth pressure gauge 1
Are arranged so as to be in contact with the ground 9a along the structure 10. In this state, when a centrifugal force is applied to the ground 9 to change the earth pressure, the earth pressure acts on the pressure receiving surface 4a of the pressure receiving beam 4, and this displacement is transmitted to the load cells 3 and 3. The outputs of the load cells 3 and 3 are sent to the control unit through the lead wires 8 and 8 to measure the earth pressure.

【0009】図3は、上記土圧計1を使用し、遠心模型
実験において土圧を実測した測定結果である。地盤に与
える加速度を横軸に示し、その加速度において実測され
た土圧を縦軸に5ksc(5kg/cm2)の単位で表
したものである。比較実験として、従来のダイヤフラム
型の土圧計で同様にして土圧を実測した結果と、理論土
圧を表した。図3に示すように、本発明の受圧梁型の土
圧計は、ダイヤフラム型の土圧計と比較すると、理論土
圧との誤差がかなり小さいことがわかる。
FIG. 3 shows the measurement results of the earth pressure actually measured in the centrifugal model experiment using the earth pressure gauge 1. The horizontal axis shows the acceleration given to the ground, and the vertical axis shows the earth pressure measured at the acceleration in units of 5 ksc (5 kg / cm 2 ). As a comparative experiment, the results of actual measurement of earth pressure with a conventional diaphragm-type earth pressure gauge were shown in the same manner as the theoretical earth pressure. As shown in FIG. 3, it is understood that the pressure-bearing beam type earth pressure gauge of the present invention has a considerably smaller error from the theoretical earth pressure than the diaphragm type earth pressure gauge.

【0010】上記の土圧計1で土圧を測定すれば、受圧
梁4が長尺であるとともに剛体であるため、土粒子の大
きさ等の地盤の性質に関係なく受圧梁4に土圧が正確に
受圧されるとともに、受圧面4aが曲面に形成されてい
るため、曲面土圧が正確に受圧できる。また、受圧梁4
が長尺であるとともに荷重計3、3が2つあるため、被
測定部となる地盤内において各部の土圧に差が生じた場
合でも、受圧梁4の何れかの部分が最大土圧を受けて受
圧面に作用する平均的土圧が測定できる。また、ロッド
2の溝5内に、受圧梁4および荷重計3、3を保持して
土圧を測定できるため、測定作業が容易である。
When the earth pressure is measured by the earth pressure gauge 1 described above, since the pressure receiving beam 4 is long and is a rigid body, the earth pressure is not applied to the pressure receiving beam 4 regardless of the characteristics of the ground such as the size of soil particles. Since the pressure is accurately received and the pressure receiving surface 4a is formed on the curved surface, the curved surface earth pressure can be accurately received. Also, the pressure receiving beam 4
Is long and has two load cells 3 and 3, even if there is a difference in the earth pressure of each part in the ground that is the part to be measured, any part of the pressure receiving beam 4 will produce the maximum earth pressure. The average earth pressure acting on the pressure receiving surface can be measured. Further, since the pressure receiving beam 4 and the load cells 3 and 3 can be held in the groove 5 of the rod 2 to measure the earth pressure, the measurement work is easy.

【0011】なお、受圧梁4の受圧面4aは曲面とした
が、受圧面4aの曲率は測定する地盤の曲率に合わせて
形成するものであり、地盤の被測定部が平面の場合は、
受圧梁4の受圧面4aを平面とする。
Although the pressure receiving surface 4a of the pressure receiving beam 4 is a curved surface, the curvature of the pressure receiving surface 4a is formed according to the curvature of the ground to be measured, and when the measured portion of the ground is a flat surface,
The pressure receiving surface 4a of the pressure receiving beam 4 is a flat surface.

【0012】[0012]

【発明の効果】請求項1記載の土圧計は、土圧を受圧す
る長尺の受圧梁と、受圧梁の被測定部に当接する面とは
反対側の面に配置された複数の荷重計とを具備してい
る。従って、地盤の土圧を受圧する受圧梁が剛体で、か
つその受圧面が大きいため、地盤の性質に関係なく土圧
を測定できるとともに、測定値に誤差が生じにくい。ま
た、受圧梁が長尺であるとともに荷重計が複数であり、
そのため土圧による変位を複数の測定点で計測すること
ができるので、実測土圧の信憑性が高い。請求項2記載
の土圧計は、請求項1記載の土圧計において、長さ方向
に溝を有するとともに溝の底面に荷重計取付穴を有する
ロッドを備え、荷重計取付穴内に荷重計が配置されて溝
内に受圧梁が配置されている。従って、受圧梁および荷
重計を定位置に保持して計測できるので、測定作業が容
易であり、測定値に誤差が生じにくい。請求項3記載の
土圧計は、請求項1、または請求項2記載の土圧計にお
いて、受圧梁の被測定部に当接する面が曲面とされてい
る。従って、地盤の被測定部が曲面であっても、その曲
面土圧を正確に測定できる。
According to the earth pressure gauge of the first aspect of the present invention, the long pressure receiving beam for receiving the earth pressure and the plurality of load cells arranged on the surface opposite to the surface of the pressure receiving beam that abuts against the measured portion. It has and. Therefore, since the pressure receiving beam for receiving the earth pressure of the ground is a rigid body and has a large pressure receiving surface, the earth pressure can be measured regardless of the nature of the ground and an error does not easily occur in the measured value. In addition, the pressure beam is long and there are multiple load cells,
Therefore, the displacement due to earth pressure can be measured at multiple measurement points, so the reliability of the measured earth pressure is high. The earth pressure gauge according to claim 2 is the earth pressure gauge according to claim 1, further comprising a rod having a groove in a length direction and a load meter mounting hole at a bottom surface of the groove, and the load meter is disposed in the load meter mounting hole. A pressure beam is arranged in the groove. Therefore, the pressure-bearing beam and the load meter can be held in a fixed position for measurement, and thus the measurement work is easy and an error in the measured value hardly occurs. An earth pressure gauge according to a third aspect of the present invention is the earth pressure gauge according to the first aspect or the second aspect, wherein a surface of the pressure receiving beam that abuts against the measured portion is a curved surface. Therefore, even if the measured portion of the ground is a curved surface, the curved surface earth pressure can be accurately measured.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の土圧計の一実施例を示す斜視図であ
る。
FIG. 1 is a perspective view showing an embodiment of an earth pressure gauge of the present invention.

【図2】同土圧計で土圧を測定する状態を示す断面図で
ある。
FIG. 2 is a cross-sectional view showing a state in which earth pressure is measured by the earth pressure gauge.

【図3】同土圧計およびダイヤフラム型土圧計で測定し
た実測土圧と、理論土圧とを示すグラフである。
FIG. 3 is a graph showing measured earth pressure and theoretical earth pressure measured by the earth pressure gauge and the diaphragm-type earth pressure gauge.

【図4】従来の土圧計で土圧を測定する状態を示す斜視
図である。
FIG. 4 is a perspective view showing a state of measuring earth pressure with a conventional earth pressure gauge.

【符号の説明】[Explanation of symbols]

1 土圧計 2 ロッド 3 荷重計 4 受圧梁 4a 受圧面 5 溝 7 荷重計配置穴 9 地盤 1 Earth pressure meter 2 Rod 3 Load meter 4 Pressure receiving beam 4a Pressure receiving surface 5 Groove 7 Load meter placement hole 9 Ground

───────────────────────────────────────────────────── フロントページの続き (72)発明者 茂呂 達也 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 山崎 喜尚 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Tatsuya Moro 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Yoshihisa Yamazaki 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地盤の被測定部に当接して該被測定部の
土圧を受圧する長尺の受圧梁と、 この受圧梁の前記被測定部に当接する面とは反対側の面
に、前記受圧梁の長手方向に一定距離離間して当接する
よう配置された複数の荷重計とを具備してなることを特
徴とする土圧計。
1. A long pressure-bearing beam that abuts against a measured portion of the ground to receive the earth pressure of the measured portion, and a surface of the pressure-receiving beam opposite to a surface that abuts against the measured portion. An earth pressure gauge, comprising: a plurality of load cells arranged so as to come into contact with each other in the longitudinal direction of the pressure receiving beam with a certain distance therebetween.
【請求項2】 請求項1記載の土圧計において、長さ方
向に溝を有するとともに、該溝の底面に荷重計取付穴を
有するロッドを備えてなり、 前記荷重計取付穴内に前記荷重計が配置され、前記溝内
に前記受圧梁が配置されていることを特徴とする土圧
計。
2. The earth pressure gauge according to claim 1, further comprising a rod having a groove in a length direction and a load meter mounting hole provided on a bottom surface of the groove, wherein the load meter is provided in the load meter mounting hole. An earth pressure gauge, wherein the earth pressure gauge is arranged, and the pressure receiving beam is arranged in the groove.
【請求項3】 請求項1、または請求項2記載の土圧計
において、前記受圧梁の被測定部に当接する面が曲面と
されていることを特徴とする土圧計。
3. The earth pressure gauge according to claim 1 or 2, wherein a surface of the pressure receiving beam that abuts against the measured portion is a curved surface.
JP03897893A 1993-02-26 1993-02-26 Earth pressure gauge Expired - Fee Related JP3254611B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03897893A JP3254611B2 (en) 1993-02-26 1993-02-26 Earth pressure gauge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03897893A JP3254611B2 (en) 1993-02-26 1993-02-26 Earth pressure gauge

Publications (2)

Publication Number Publication Date
JPH06249724A true JPH06249724A (en) 1994-09-09
JP3254611B2 JP3254611B2 (en) 2002-02-12

Family

ID=12540246

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03897893A Expired - Fee Related JP3254611B2 (en) 1993-02-26 1993-02-26 Earth pressure gauge

Country Status (1)

Country Link
JP (1) JP3254611B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102378666B1 (en) 2021-08-11 2022-03-25 경북대학교 산학협력단 Ground deformation measuring device

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7021777B2 (en) 2018-07-26 2022-02-17 株式会社Just.Will Pressure gauge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102378666B1 (en) 2021-08-11 2022-03-25 경북대학교 산학협력단 Ground deformation measuring device

Also Published As

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