JPH0587657A - Ground supporting force tester - Google Patents

Ground supporting force tester

Info

Publication number
JPH0587657A
JPH0587657A JP27349591A JP27349591A JPH0587657A JP H0587657 A JPH0587657 A JP H0587657A JP 27349591 A JP27349591 A JP 27349591A JP 27349591 A JP27349591 A JP 27349591A JP H0587657 A JPH0587657 A JP H0587657A
Authority
JP
Japan
Prior art keywords
ground
load
supporting force
deflection
pavement
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
JP27349591A
Other languages
Japanese (ja)
Other versions
JP2506282B2 (en
Inventor
Atsushi Kasahara
篤 笠原
Yasuhiko Ito
保彦 伊藤
Masao Furukawa
真男 古川
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP3273495A priority Critical patent/JP2506282B2/en
Publication of JPH0587657A publication Critical patent/JPH0587657A/en
Application granted granted Critical
Publication of JP2506282B2 publication Critical patent/JP2506282B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To obtain a ground supporting tester, which is compact, light-weight and easy to handle. CONSTITUTION:In a ground supporting force tester, a load mounting plate 14 having a through hole 15 at the central part is provided on the ground. The load of a falling weight 20 is applied on the load mounting plate through a cabinet 17 having a load detector. A deflection detecting lever 22, which is in contact with the ground by way of a hole, is supported with the cabinet. When the load is applied, the falling speed of the deflection detecting lever 22 is detected with a speedometer 24. The supporting force of the ground is tested based on the impact load obtained with the load detector and the deflecting amount obtained with the speedometer.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は地盤支持力試験装置、特
に舗装体、路盤、路床等の地盤の支持力試験装置に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground bearing force testing device, and more particularly to a ground bearing force testing device for pavements, roadbeds, subgrades and the like.

【0002】[0002]

【従来の技術】一般に道路は、アスファルトコンクリー
ト舗装とセメントコンクリート舗装に大別される舗装体
と、この舗装体を支える路盤、さらにその下部の路床等
の地盤から構成されている。
2. Description of the Related Art Generally, a road is composed of a pavement that is roughly classified into asphalt concrete pavement and cement concrete pavement, a roadbed that supports the pavement, and a ground such as a roadbed below the pavement.

【0003】道路等の新設の時には、各構成部の品質管
理および検査に地盤支持力試験装置が適用される。また
使用中の道路に対しても計画的な維持修繕を実施するた
めには、舗装体および路盤、路床の損傷、劣化の現況、
破損の時系列的な変化を把握して維持修繕の工法および
規模、時期等を決定するデータを得るために地盤支持力
試験装置が用いられている。
At the time of newly constructing a road or the like, a ground supporting force testing device is applied to quality control and inspection of each component. In addition, in order to carry out planned maintenance and repairs on roads that are in use, the current state of damage and deterioration of the pavement, roadbed, and subgrade,
A ground bearing capacity tester is used to grasp the time-series changes in damage and obtain data that determines the method and scale of maintenance and repair, the timing, etc.

【0004】従来の地盤支持力試験装置としては下記の
ようなものが知られている。
The following is known as a conventional ground supporting force testing device.

【0005】(1)現場CBR試験装置(1) On-site CBR test equipment

【0006】図6はこの現場CBR試験装置を示し、1
は地盤、2は直径50mmの貫入ピストン、3は荷重
計、4はスクリュージャッキ、5は球座、6は反力用荷
重装置、7は上記貫入ピストン2から500mm以上離
間した位置に設定される不動点、8はこの不動点7と貫
入ピストン2の所定点迄の高さの変化を測定するダイヤ
ルゲージである。
FIG. 6 shows this on-site CBR test equipment.
Is ground, 2 is a penetration piston having a diameter of 50 mm, 3 is a load meter, 4 is a screw jack, 5 is a ball seat, 6 is a reaction force load device, and 7 is set at a position separated from the penetration piston 2 by 500 mm or more. A fixed point, 8 is a dial gauge for measuring the change in height between the fixed point 7 and a predetermined point of the penetrating piston 2.

【0007】この装置においては反力用荷重装置6を舗
装体上に載置し、スクリュージャッキ4によって貫入ピ
ストン2を例えば路盤に貫入させ、このときの荷重と貫
入量を計測している。
In this apparatus, a reaction force load device 6 is placed on a pavement body, a penetration jack 2 is penetrated into a roadbed by a screw jack 4, and the load and the penetration amount at this time are measured.

【0008】(2)舗装体用ベンケルマンビーム試験装
(2) Benkelman beam tester for pavement

【0009】この装置では図7に示すように輪荷重5ト
ンの複輪タイヤのトラック9を準備し、複輪タイヤの中
にベンケルマンビーム10の先端を挿入し、トラック9
を移動させその時のたわみ量を計測する。
In this apparatus, as shown in FIG. 7, a track 9 of a multi-wheel tire having a wheel load of 5 tons is prepared, and the tip of a Benkelman beam 10 is inserted into the multi-wheel tire to insert the track 9 into the track 9.
Move and measure the amount of deflection at that time.

【0010】(3)平板載荷試験装置(3) Plate loading test device

【0011】この装置では図8に示すように直径300
mmの載荷板11を例えば地盤1の路盤上におき、5ト
ンジャッキ12によって載荷を行い載荷板11から略
1.5m以上離間した位置に設定される不動点7を基準
として載荷板11の貫入量を計測する。
In this device, as shown in FIG.
The loading plate 11 of mm is placed on the roadbed of the ground 1, for example, and loaded by the 5-ton jack 12, and the loading plate 11 is penetrated with the fixed point 7 set at a position separated from the loading plate 11 by more than about 1.5 m as a reference. Measure the amount.

【0012】[0012]

【発明が解決しようとする課題】然しながら現場CBR
試験装置においては貫入ピストン2の移動量を計測する
ため、測定地点から500mm以上離れた区域に不動点
7を設定し、この不動点7と貫入ピストン2間の高低差
を測定するためのダイヤルゲージ8を用いる必要がある
と共に、最低5トンの反力用荷重装置6が必要であり、
装置が大型、高価になる、また試験のための装置の設定
に時間がかゝる等の欠点がある。
[Problems to be Solved by the Invention] However, on-site CBR
In the test device, in order to measure the amount of movement of the penetrating piston 2, a fixed point 7 is set in an area 500 mm or more away from the measurement point, and a dial gauge for measuring the height difference between the fixed point 7 and the penetrating piston 2. It is necessary to use 8 and at least a load device 6 for reaction force of 5 tons,
There are drawbacks such as the size and cost of the device, and the time required to set up the device for testing.

【0013】また舗装体用ベンケルマンビーム試験装置
では複輪タイヤのトラックおよび5トンの積載物が必要
であると共に、試験の準備に時間がかかる欠点がある。
Further, the Benkelman beam test apparatus for pavement has the drawbacks that a track of a dual-wheel tire and a load of 5 tons are required, and it takes time to prepare for the test.

【0014】また平板載荷試験装置では最低5トンの反
力用荷重装置6が必要である、試験の準備に時間がかか
る、使用中の道路の路床又は路盤を試験するときは舗装
体に直径300mm以上の穴をあける必要がある等の欠
点がある。
In addition, the flat load tester requires a load device 6 for reaction force of at least 5 tons, it takes time to prepare for the test, and when the roadbed or roadbed of the road being used is tested, the diameter of the pavement is increased. There is a defect that it is necessary to make a hole of 300 mm or more.

【0015】本発明は上記の欠点を除くようにしたもの
である。
The present invention is designed to eliminate the above drawbacks.

【0016】[0016]

【課題を解決するための手段】本発明の地盤支持力試験
装置は中央部に貫通孔を有し、地盤上に載置される載荷
板と、この載荷板上に載置した荷重検出器付き筐体と、
この筐体上に落下される重鍾と、この重錘の落下高さ調
整機構と、その下端が上記載荷板の貫通孔を介して上記
地盤上に接するよう上記筐体によって支持された地盤の
たわみ検出杆と、このたわみ検出杆の下降速度を検出す
る速度計と、上記荷重検出器より得た衝撃荷重と上記速
度計から得たたわみ量から地盤の支持力を計数すること
を特徴とする。
A ground supporting force testing apparatus of the present invention has a through hole in a central portion thereof, a loading plate placed on the ground, and a load detector placed on the loading plate. Housing and
A heavy sword dropped onto this housing, a drop height adjusting mechanism for this weight, and a ground supported by the housing so that its lower end is in contact with the ground through the through hole of the packing plate described above. The deflection detecting rod, a speedometer for detecting the descending speed of the deflection detecting rod, the impact load obtained from the load detector and the amount of deflection obtained from the speedometer are used to count the bearing capacity of the ground. ..

【0017】[0017]

【実施例】以下図面によって本発明の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0018】本発明装置は以下の原理に基づいて発明さ
れたものである。
The device of the present invention was invented based on the following principle.

【0019】(1)同じ高さから同じ質量の重錘を落下
させると、発生衝撃荷重は常に同じはずである。しか
し、荷重を受ける地盤、例えば舗装体が軟らかかった
り、堅かったりすると、舗装体に荷重が吸収される率が
異なるため衝撃荷重も異なる。従ってその発生衝撃荷重
を計測し荷重差で舗装体の良否を判断する。(但し同条
件にて施工された舗装体に適用する)。また、そのとき
の地盤のたわみ量(変位量)によっても同じことが判断
できる。すなわち衝撃荷重を受けたとき舗装体は、軟ら
かければたわみ量は大きく、堅ければたわみ量は小さく
なる。
(1) When a weight having the same mass is dropped from the same height, the generated impact load should always be the same. However, when the ground that receives a load, for example, the pavement is soft or hard, the impact load is different because the rate at which the load is absorbed by the pavement is different. Therefore, the generated impact load is measured and the quality of the pavement is judged based on the load difference. (However, it applies to pavements constructed under the same conditions). Further, the same can be determined by the amount of deflection (displacement amount) of the ground at that time. That is, when an impact load is applied to the pavement, the amount of deflection is large if the pavement is soft and the amount of deflection is small if the pavement is stiff.

【0020】(2)地盤、例えば舗装体を施工するとき
は、使用する材料の物理的、化学的な品質および施工層
厚さ等を決めて施工している。したがって、一様な応力
分布を持った円形荷重が鉛直にただ一つ作用したときの
舗装体の表面たわみ量および円形荷重を計測すれば、設
計値通りの施工がなされている否かを判断できる。また
定期的にこの測定を行っていれば、材料の劣化および交
通荷重による支持力の低下を判断できる。
(2) When constructing the ground, such as a pavement, the physical and chemical qualities of the materials used, the construction layer thickness, etc. are determined. Therefore, by measuring the amount of surface deflection and circular load of the pavement when only one circular load with a uniform stress distribution acts vertically, it is possible to determine whether or not the construction is being performed as designed. .. Moreover, if this measurement is performed regularly, it is possible to judge the deterioration of the material and the reduction of the bearing capacity due to the traffic load.

【0021】さらに、表面たわみから、舗装体層下面に
発生する引張ひずみも計算することができ、ひずみ量が
わかると、室内試験で得られている疲労曲線(ひずみ−
疲労破壊回数)から、ひび割れが入る時期の推定、現状
の舗装の補修時期の決定などができる。
Further, the tensile strain generated on the lower surface of the pavement layer can be calculated from the surface deflection, and when the strain amount is known, the fatigue curve (strain-
From the number of fatigue fractures), it is possible to estimate the time when cracks will occur and determine the time to repair the current pavement.

【0022】本発明においては図1に示すようにゴム板
13を下面に取り付けた例えば直径約95mmの載荷板
14の中央部に直径約10mmの孔15をゴム板13と
載荷板14とを貫通して設け、この載荷板14を試験す
べき地盤1上に載置し、この載荷板14上に荷重検出器
16を備えた筐体17を載置し、この筐体17上に緩衝
体18を介して落下高さ調整機構19によって定めた所
定の高さから例えば20kgの重錘20をガイド柱21
に沿って落下できるようにすると共に、上記載荷板14
とゴム板13の貫通孔15を介して上記地盤1上にその
下端が接するようにされたたわみ検出杆22を押圧スプ
リング23を介して上記筐体17によって支持し、上記
載荷板14に衝撃荷重が印加されたとき地盤1が下方に
たわむ結果生ずるたわみ検出杆22の下降速度を速度計
24によって計測できるようにする。なお25は地盤支
持力試験装置の取手部、26は計測値処理器である。
In the present invention, as shown in FIG. 1, a rubber plate 13 is attached to the lower surface, for example, a loading plate 14 having a diameter of about 95 mm is provided with a hole 15 having a diameter of about 10 mm through the rubber plate 13 and the loading plate 14. The loading plate 14 is placed on the ground 1 to be tested, the housing 17 having the load detector 16 is placed on the loading plate 14, and the buffer 18 is mounted on the housing 17. The weight 20 of, for example, 20 kg is attached to the guide column 21 from a predetermined height determined by the drop height adjusting mechanism 19 via the
It is possible to fall along the
And the deflection detection rod 22 whose lower end is in contact with the ground 1 through the through hole 15 of the rubber plate 13 is supported by the casing 17 via the pressing spring 23, and the load plate 14 is subjected to an impact load. The downward speed of the deflection detecting rod 22 resulting from the downward deflection of the ground 1 when is applied is measured by the speedometer 24. In addition, 25 is a handle part of the ground support force testing device, and 26 is a measurement value processor.

【0023】本発明の地盤支持力試験装置は上記のよう
な構成であるから、地盤1の支持力試験に際しては取手
部21を持って地盤支持力試験装置の載荷板14をゴム
板13を介して地盤1上に載置し、落下高さ調整機構1
9によって定めた高さ、例えば850mmの高さから重
錘20を筐体17上に落下せしめればこれによる衝撃力
が載荷板14を介して地盤1上に伝達されこれによって
地盤1のこの部分が地盤1の他の部分と相対的に下方に
たわみ、これに応じてスプリング23の押圧力によって
たわみ検出杆22も下降しこのときの下降速度が速度計
24によって検出され、同時に重錘20による衝撃荷重
が荷重検出器16によって検知され、これらの検知値が
計測値処理器26に加えられ、上記速度計24から得た
速度から換算して得たたわみ量と、衝撃荷重から地盤1
の支持力が計数されるようになる。
Since the ground supporting force testing device of the present invention has the above-mentioned structure, when carrying out the bearing supporting force test of the ground 1, the grip portion 21 is held and the loading plate 14 of the ground supporting force testing device is inserted via the rubber plate 13. It is placed on the ground 1 and the fall height adjustment mechanism 1
If the weight 20 is dropped onto the housing 17 from a height determined by 9, for example, a height of 850 mm, the impact force due to this is transmitted to the ground 1 via the loading plate 14, and this portion of the ground 1 is thereby transmitted. Is flexed downward relative to the other parts of the ground 1, and the flexure detection rod 22 is also lowered by the pressing force of the spring 23 in response to this, and the descending speed at this time is detected by the speedometer 24, and at the same time the weight 20 is used. The impact load is detected by the load detector 16, these detected values are added to the measurement value processor 26, and the ground amount is calculated from the deflection amount obtained by converting from the speed obtained from the speedometer 24 and the impact load.
Will be counted.

【0024】本発明の地盤支持力試験装置によって地盤
1のうちの舗装体1aの支持力試験は図2のようにして
行い、路盤1bの支持力試験の場合には舗装体1aに載
荷板14より大きい例えば直径100mmの穴27aを
あけて図3に示すように載荷板14を直接路盤1b上に
載置して行い、同じく路床1cの支持力試験の場合には
更に路盤1bに穴27bをあけて図4に示すように載荷
板14を直接路床1c上に載置して行うようにする。
A bearing force test of the pavement 1a in the ground 1 is performed by the ground bearing force test apparatus of the present invention as shown in FIG. 2. In the case of the bearing force test of the roadbed 1b, the loading plate 14 is mounted on the pavement 1a. For example, a larger hole 27a having a diameter of 100 mm is opened and the loading plate 14 is directly placed on the roadbed 1b as shown in FIG. 3. Similarly, in the case of the bearing force test of the roadbed 1c, the hole 27b is further formed in the roadbed 1b. Then, the loading plate 14 is directly placed on the roadbed 1c as shown in FIG.

【0025】図5は本発明の他の実施例を示し、この実
施例においては載荷板14から例えば約300mm離間
した部分の地盤1上に変位検出器28を載置し、この変
位検出器28を上記地盤支持力試験装置の筐体17から
延びるばね板29によって支持せしめる。
FIG. 5 shows another embodiment of the present invention. In this embodiment, a displacement detector 28 is placed on the ground 1 at a portion separated from the loading plate 14 by, for example, about 300 mm, and the displacement detector 28 is placed. Is supported by a spring plate 29 extending from the casing 17 of the ground supporting force testing device.

【0026】この実施例によれば更に正確に地盤1のた
わみ量を知ることができ、支持力評価の精度を向上する
ことができる。
According to this embodiment, the amount of deflection of the ground 1 can be known more accurately, and the accuracy of bearing capacity evaluation can be improved.

【0027】[0027]

【発明の効果】本発明の地盤支持力試験装置の効果を列
記すれば下記のとおりである。
The effects of the ground bearing capacity testing apparatus of the present invention are listed below.

【0028】1.従来の装置のような不動点を設ける必
要がなく、試験の準備に時間を要しない。
1. There is no need to provide a fixed point as in conventional devices, and no time is required to prepare for the test.

【0029】2.装置を小型、軽量にできるため、移動
時の持ち運びが容易である。
2. Since the device can be made small and lightweight, it is easy to carry when moving.

【0030】3.重錘を落下する方法を採用したので、
20kgの重錘を用いて20〜800kgfの大きな衝
撃荷重が得られる。
3. Since the method of dropping the weight is adopted,
A large impact load of 20 to 800 kgf can be obtained using a 20 kg weight.

【0031】4.たわみ(変位)検出器として速度計を
用いたので、たわみ検出杆22の下端を地盤に押し付け
るだけで地盤のたわみを計測することができる。
4. Since the speedometer is used as the deflection (displacement) detector, the deflection of the ground can be measured simply by pressing the lower end of the deflection detection rod 22 against the ground.

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

【図1】本発明の地盤支持力試験装置の縦断正面図であ
る。
FIG. 1 is a vertical cross-sectional front view of a ground support force testing device of the present invention.

【図2】本発明の地盤支持力試験装置の使用状態説明図
である。
FIG. 2 is an explanatory view of a usage state of the ground supporting force testing device of the present invention.

【図3】本発明の地盤支持力試験装置の使用状態説明図
である。
FIG. 3 is an explanatory view of a usage state of the ground supporting force testing device of the present invention.

【図4】本発明の地盤支持力試験装置の使用状態説明図
である。
FIG. 4 is an explanatory view of a usage state of the ground supporting force test device of the present invention.

【図5】本発明の地盤支持力試験装置の他の実施例の説
明図である。
FIG. 5 is an explanatory diagram of another embodiment of the ground supporting force test apparatus of the present invention.

【図6】従来の地盤支持力試験装置の説明図である。FIG. 6 is an explanatory view of a conventional ground supporting force testing device.

【図7】従来の地盤支持力試験装置の説明図である。FIG. 7 is an explanatory diagram of a conventional ground supporting force testing device.

【図8】従来の地盤支持力試験装置の説明図である。FIG. 8 is an explanatory diagram of a conventional ground supporting force testing device.

【符号の説明】[Explanation of symbols]

1 地盤 1a 舗装体 1b 路盤 1c 路床 2 貫入ピストン 3 荷重計 4 スクリュージャッキ 5 球座 6 反力用荷重装置 7 不動点 8 ダイヤルゲージ 9 トラック 10 ベンケルマンビーム 11 載荷板 12 ジャッキ 13 ゴム板 14 載荷板 15 孔 16 荷重検出器 17 筐体 18 緩衝体 19 落下高さ調整機構 20 重錘 21 ガイド柱 22 たわみ検出杆 23 押圧スプリング 24 速度計 25 取手部 26 計測値処理器 27a 穴 27b 穴 28 変位検出器 29 ばね板 1 Ground 1a Pavement 1b Roadbed 1c Roadbed 2 Penetration piston 3 Load meter 4 Screw jack 5 Ball seat 6 Reaction force load device 7 Fixed point 8 Dial gauge 9 Track 10 Benkelman beam 11 Loading plate 12 Jack 13 Rubber plate 14 Loading Plate 15 Hole 16 Load Detector 17 Housing 18 Buffer 19 Drop Height Adjustment Mechanism 20 Weight 21 Guide Pillar 22 Deflection Detection Rod 23 Pressing Spring 24 Speedometer 25 Handle 26 Measurement Value Processor 27a Hole 27b Hole 28 Displacement Detection Container 29 spring plate

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 中央部に貫通孔を有し、地盤上に載置さ
れる載荷板と、この載荷板上に載置した荷重検出器付き
筐体と、この筐体上に落下される重鍾と、この重錘の落
下高さ調整機構と、その下端が上記載荷板の貫通孔を介
して上記地盤上に接するよう上記筐体によって支持され
た地盤のたわみ検出杆と、このたわみ検出杆の下降速度
を検出する速度計と、上記荷重検出器より得た衝撃荷重
と上記速度計から得たたわみ量から地盤の支持力を計数
することを特徴とする地盤支持力試験装置。
1. A loading plate having a through hole in a central portion and placed on the ground, a load detector housing mounted on the loading plate, and a weight dropped on the housing. A hoe, a drop height adjusting mechanism for this weight, a ground deflection detecting rod supported by the casing so that its lower end is in contact with the ground through the through hole of the packing plate described above, and this deflection detecting rod. A ground supporting force testing apparatus, which counts the supporting force of the ground from a speedometer for detecting the descending speed of the ground, an impact load obtained from the load detector, and a deflection amount obtained from the speedometer.
JP3273495A 1991-09-26 1991-09-26 Ground support test equipment Expired - Lifetime JP2506282B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3273495A JP2506282B2 (en) 1991-09-26 1991-09-26 Ground support test equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3273495A JP2506282B2 (en) 1991-09-26 1991-09-26 Ground support test equipment

Publications (2)

Publication Number Publication Date
JPH0587657A true JPH0587657A (en) 1993-04-06
JP2506282B2 JP2506282B2 (en) 1996-06-12

Family

ID=17528701

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3273495A Expired - Lifetime JP2506282B2 (en) 1991-09-26 1991-09-26 Ground support test equipment

Country Status (1)

Country Link
JP (1) JP2506282B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10122986A (en) * 1996-10-16 1998-05-15 Ringyo Doboku Consultants Measuring device and measuring method of foundation ground support force of structure
JP2003042865A (en) * 2001-08-02 2003-02-13 Tama Kayaku Kiko Kk Test method and test device for bearing power of pile buried in ground
JP2009299402A (en) * 2008-06-16 2009-12-24 Yokohama Rubber Co Ltd:The Confirming method for opened traffic on paved road
JP2010048595A (en) * 2008-08-20 2010-03-04 Jfe Steel Corp Method for measuring accumulated strain inside subgrade
CN103443654A (en) * 2012-04-03 2013-12-11 公益财团法人地震预知综合研究振兴会 Stress and strain detecting device
JP2015068691A (en) * 2013-09-27 2015-04-13 日本リフト株式会社 Road surface inspection device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51117402A (en) * 1975-03-17 1976-10-15 Uni Uesutan Oosutoraria Za Impact type soil testing apparatus
JPS63307359A (en) * 1987-06-09 1988-12-15 Kensetsusho Doboku Kenkyu Shocho Method for measuring strength of ground
JPS63308110A (en) * 1987-06-09 1988-12-15 Kensetsusho Doboku Kenkyu Shocho Measurement of degree of compacting ground

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51117402A (en) * 1975-03-17 1976-10-15 Uni Uesutan Oosutoraria Za Impact type soil testing apparatus
JPS63307359A (en) * 1987-06-09 1988-12-15 Kensetsusho Doboku Kenkyu Shocho Method for measuring strength of ground
JPS63308110A (en) * 1987-06-09 1988-12-15 Kensetsusho Doboku Kenkyu Shocho Measurement of degree of compacting ground

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10122986A (en) * 1996-10-16 1998-05-15 Ringyo Doboku Consultants Measuring device and measuring method of foundation ground support force of structure
JP2003042865A (en) * 2001-08-02 2003-02-13 Tama Kayaku Kiko Kk Test method and test device for bearing power of pile buried in ground
JP2009299402A (en) * 2008-06-16 2009-12-24 Yokohama Rubber Co Ltd:The Confirming method for opened traffic on paved road
JP2010048595A (en) * 2008-08-20 2010-03-04 Jfe Steel Corp Method for measuring accumulated strain inside subgrade
CN103443654A (en) * 2012-04-03 2013-12-11 公益财团法人地震预知综合研究振兴会 Stress and strain detecting device
JP2015068691A (en) * 2013-09-27 2015-04-13 日本リフト株式会社 Road surface inspection device

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