JP2001214427A - Method of water penetration test for ground - Google Patents
Method of water penetration test for groundInfo
- Publication number
- JP2001214427A JP2001214427A JP2000022164A JP2000022164A JP2001214427A JP 2001214427 A JP2001214427 A JP 2001214427A JP 2000022164 A JP2000022164 A JP 2000022164A JP 2000022164 A JP2000022164 A JP 2000022164A JP 2001214427 A JP2001214427 A JP 2001214427A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- water
- cylinder
- pipe
- lid
- 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
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、地盤の透水性を試
験する方法に関し、特に、粘性土などの低透水性地盤の
原位置における透水試験方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for testing the permeability of ground, and more particularly to a method for testing the permeability of an in situ low-permeability ground such as clayey soil.
【0002】[0002]
【従来の技術】一般廃棄物や産業廃棄物の処分場は、低
透水性の粘土が底に敷かれて構築されており、この粘性
土の透水性は図3に示したような従来の試験装置によ
り、施工現場で測定されている。2. Description of the Related Art The disposal sites for general and industrial wastes are constructed by laying low-permeability clay on the bottom, and the permeability of this clayey soil is determined by the conventional test method shown in FIG. It is measured at the construction site by the equipment.
【0003】図3において、試験装置30は、一端が蓋
32aで塞がれ他端が開放状態に形成された円筒32
と、この円筒32内に連通するように蓋32aに取付け
られた管体31とから成る。そして、試験装置30は、
円筒32の開放端33が地盤40に圧入され、管体31
と円筒32の内部に水が注入される。この水は、図中に
おいて矢印で示したように地盤40に浸透し、管体31
における水位は徐々に低下し、この水の経時変化量が計
測されて地盤の透水性が判断される。[0003] In FIG. 3, a test apparatus 30 includes a cylinder 32 having one end closed by a lid 32a and the other end formed in an open state.
And a tube 31 attached to the lid 32a so as to communicate with the inside of the cylinder 32. And the test apparatus 30
The open end 33 of the cylinder 32 is pressed into the ground 40 and the pipe 31
Then, water is injected into the cylinder 32. This water permeates the ground 40 as indicated by the arrow in the figure, and the pipe 31
, The water level gradually decreases, and the amount of change over time of this water is measured to determine the water permeability of the ground.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、上記従
来の試験方法では、円筒32を地盤40に圧入して試験
装置30を設置する際に、地盤を損傷することがあり、
その場合には円筒32の表面に沿って漏水するので、地
盤の正確な透水性が測定できないという欠点があった。
したがって、本発明の課題は、測定対象となる地盤を損
傷すること無く、正確な透水性を施工現場にて測定する
ことができる地盤の透水試験方法を提供することにあ
る。However, in the conventional test method described above, when the cylinder 32 is pressed into the ground 40 and the test apparatus 30 is installed, the ground may be damaged.
In this case, since water leaks along the surface of the cylinder 32, there is a disadvantage that accurate water permeability of the ground cannot be measured.
Therefore, an object of the present invention is to provide a method for testing the permeability of ground, which can accurately measure water permeability at a construction site without damaging the ground to be measured.
【0005】[0005]
【課題を解決するための手段】本発明によれば、一端が
蓋で塞がれて他端が開放された円筒と、該円筒内に連通
するように前記蓋に接続された管体とを備える装置を用
いる地盤の透水試験方法であって、前記円筒の開放端を
地盤内に圧入せずに地盤表面に載置し、前記円筒の開放
端外周の地盤表面に不透水性材料からなる膜材を敷設
し、前記円筒と前記管体とに水を充填して地盤内に浸透
する水量を測定することにより地盤の透水性を試験する
方法が提供される。According to the present invention, a cylinder having one end closed by a lid and the other end being open, and a tube connected to the lid so as to communicate with the inside of the cylinder. A method for testing the permeability of ground using an apparatus provided with the apparatus, wherein the open end of the cylinder is placed on the ground surface without being pressed into the ground, and a membrane made of a water-impermeable material is formed on the ground surface around the open end of the cylinder. A method is provided for testing the soil permeability by laying a material, filling the cylinder and the tube with water, and measuring the amount of water permeating into the ground.
【0006】本発明において、前記膜材は、前記円筒と
同心円形状に敷設することが好ましい。また前記不透水
性材料からなる膜材は、例えば、ゴムや合成樹脂等から
なるシートを予め円筒の開放端に接着して構成するか、
または円筒の開放端を地盤表面に載置した後に液体状ま
たはゲル状の硬化性材料、例えば、パラフィンまたはア
ラルダイト等のような合成樹脂で形成することができ
る。なお、膜材は円筒の開放端外周面に隙間なく密着す
るように設ける。In the present invention, it is preferable that the film material is laid in a concentric shape with the cylinder. Further, the film material made of the water-impermeable material is, for example, a sheet made of rubber or synthetic resin or the like is previously bonded to the open end of the cylinder,
Alternatively, after the open end of the cylinder is placed on the ground surface, it can be formed of a liquid or gel curable material, for example, a synthetic resin such as paraffin or araldite. The film material is provided so as to closely contact the outer peripheral surface of the open end of the cylinder without any gap.
【0007】前記蓋に接続された管体は、地盤内に浸透
する水量を測定するために用いられる。すなわち、管体
は透明な材料から形成され、表面には目盛が設けられ、
これにより内部の水位が外側から目視で測定できるよう
に形成されている。したがって、円筒内や管体内に充た
された水が地盤内に浸透するにしたがって、管体内の水
位は減少し、この水位の減少量を目視により測定して地
盤に浸透する水量を測定する。したがって、浸透した水
の量を精度良く測定するためには、管体は約3〜7mm
程度といった極めて細い内径に形成されることが好まし
い。そして、この極めて細い管体から円筒内に給水する
ことも可能であるが、この管体は小径であるため、給水
時間が長くなる傾向がある。したがって、この管体に加
えて、さらに前記円筒の蓋には注水用の管体、すなわち
給水管を接続し、この給水管の所定位置に開閉バルブを
設けることが好ましい。なお、給水管は、給水が行ない
易いように、比較的大きな内径のものを用いる。[0007] The pipe connected to the lid is used for measuring the amount of water permeating into the ground. That is, the tube is formed from a transparent material, the surface is provided with graduations,
Thereby, the inside water level is formed so that it can be measured visually from the outside. Therefore, as the water filled in the cylinder or the tube penetrates into the ground, the water level in the tube decreases, and the amount of decrease in the water level is measured visually to measure the amount of water permeating the ground. Therefore, in order to accurately measure the amount of water that has penetrated, the pipe must be about 3 to 7 mm.
It is preferable that the inner diameter is formed to be extremely small. Although it is possible to supply water into the cylinder from this extremely thin tube, the water supply time tends to be long because this tube has a small diameter. Therefore, in addition to this pipe, it is preferable that a pipe for water injection, that is, a water supply pipe is connected to the cylindrical lid, and an open / close valve is provided at a predetermined position of the water supply pipe. In addition, a water supply pipe having a relatively large inner diameter is used so that water can be easily supplied.
【0008】[0008]
【発明の実施の形態】以下、本発明の好適な実施の形態
を添付図面に基づいて説明する。図1は本発明において
使用する試験装置10の断面図であり、図2は図1にお
けるII−II方向から見た平面図である。図1において、
試験装置10は、上端が蓋15aで塞がれて下端15b
に開口が形成された円筒15と、この円筒15の開口外
周の地盤表面に敷設される不透水性材料からなる膜材1
6,22と、円筒15の内部に連通するように蓋15a
に接続された細管11及び給水管13とから形成されて
いる。Preferred embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a cross-sectional view of a test apparatus 10 used in the present invention, and FIG. 2 is a plan view seen from the II-II direction in FIG. In FIG.
The test apparatus 10 has an upper end closed by a lid 15a and a lower end 15b
And a membrane material 1 made of a water-impermeable material laid on the ground surface around the opening of the cylinder 15
6, 22 and a lid 15a so as to communicate with the inside of the cylinder 15.
And a water supply pipe 13 connected to the water supply pipe.
【0009】ここで、前記給水管13の途中には開閉弁
14が設けられ、上端には漏斗形状の給水口12が設け
られる。なお、円筒15内に水を供給する際には、給水
口12を細管11の上端付近に支持することが好まし
く、そのために、支柱などの支持部材(図示せず)を設
けても良い。An on-off valve 14 is provided in the middle of the water supply pipe 13, and a funnel-shaped water supply port 12 is provided at the upper end. When water is supplied into the cylinder 15, the water supply port 12 is preferably supported near the upper end of the thin tube 11, and for this purpose, a support member (not shown) such as a column may be provided.
【0010】また前記細管11は、透明な材料から形成
されて表面には目盛が設けられ、内部の水位が外側から
目視で測定できるように形成されている。したがって、
円筒15の内部の水が地盤内に浸透すると、細管11内
の水位も減少し、地盤内に浸透する水量が測定できるよ
うになっている。The thin tube 11 is formed of a transparent material, has a scale on the surface, and is formed so that the internal water level can be visually measured from the outside. Therefore,
When the water inside the cylinder 15 permeates into the ground, the water level in the thin tube 11 also decreases, so that the amount of water permeating into the ground can be measured.
【0011】また前記膜材16,22は、図2(a)
(b)のいずれかの態様により形成することができる。
すなわち、図2(a)は、ゴムや合成樹脂などからなる
シートを打ち抜いて、円筒15と同心円のドーナツ状シ
ートを形成し、これを円筒15の下端15bに予め接着
したものである。一方、図2(b)は、円筒15よりも
大きな直径のリング21を、円筒1と同心円になるよう
に地盤表面に置いて、このリング21と円筒15とで囲
まれた地盤表面に液体状またはゲル状の硬化性材料を流
し込んで、試験現場や施工現場において膜材22を形成
するものである。The film materials 16 and 22 are formed as shown in FIG.
It can be formed by any one of the modes (b).
2A, a sheet made of rubber, synthetic resin, or the like is punched out to form a donut-shaped sheet concentric with the cylinder 15, which is bonded to the lower end 15b of the cylinder 15 in advance. On the other hand, in FIG. 2B, a ring 21 having a diameter larger than the cylinder 15 is placed on the ground surface so as to be concentric with the cylinder 1, and a liquid state is formed on the ground surface surrounded by the ring 21 and the cylinder 15. Alternatively, the film material 22 is formed at a test site or a construction site by pouring a gel-like curable material.
【0012】次に、図1および図2(a)の態様の試験
装置10を用いて地盤の透水性を試験する方法について
説明する。最初に、試験対象地盤40の上に試験装置1
0を設置する。このとき、円筒15は、その下端15b
を地盤内に圧入せず地盤表面に載置するのみとする。そ
して、膜材16を地盤表面に敷設し、膜材16と地盤表
面との間からの漏水を防止するために、膜材16の上に
おもり(図示せず)を置いて地盤表面とのあいだの隙間
を無くす。Next, a method for testing the water permeability of the ground using the test apparatus 10 of the embodiment shown in FIGS. 1 and 2A will be described. First, the test apparatus 1 is placed on the ground 40 to be tested.
Set 0. At this time, the cylinder 15 has its lower end 15b
Is placed on the ground surface without being pressed into the ground. Then, the membrane material 16 is laid on the ground surface, and a weight (not shown) is placed on the membrane material 16 to prevent water leakage from between the membrane material 16 and the ground surface. To eliminate the gap.
【0013】次に、開閉弁14を開いて給水口12に水
18を供給すると、水は給水管13を通って円筒15の
内部に達し、この内部が水で充たされると、さらに、水
は細管11内を上昇する。細管11内の所定高さまで水
が達したら、開閉弁14を閉じて給水を停止する。円筒
15内の水は、複数の矢印で示したように、地盤表面か
ら地中に浸透して流出し、細管11内の水位は徐々に低
下する。この水位の減少量を所定の時間毎に目視で計測
し、この実測結果を解析することにより、試験対象地盤
の透水性を求めることができる。Next, when the on-off valve 14 is opened and water 18 is supplied to the water supply port 12, the water reaches the inside of the cylinder 15 through the water supply pipe 13, and when the inside is filled with water, the water is further discharged. It rises inside the thin tube 11. When water reaches a predetermined height in the thin tube 11, the on-off valve 14 is closed to stop water supply. The water in the cylinder 15 penetrates into the ground and flows out from the ground surface as shown by a plurality of arrows, and the water level in the thin tube 11 gradually decreases. The amount of decrease in the water level is visually measured at predetermined time intervals, and by analyzing the actual measurement result, the water permeability of the test target ground can be obtained.
【0014】[0014]
【発明の効果】本発明の透水試験方法では、従来の試験
方法のように円筒の開放端を地盤内に圧入せず、円筒の
開放端を地盤表面に載置するだけであるため、従来の試
験方法で発生した欠点、すなわち、円筒圧入時の地盤の
損傷を防止することができて、さらに、円筒開放端外周
の地盤表面には不透水性材料からなる膜材を敷設したの
で、円筒まわりの地盤表面からの漏水も防ぐことができ
る。したがって、円筒や管体からの水は測定対象となる
地盤内にのみ浸透し、実験現場や施工現場において、正
確な地盤の透水性を測定することができる。According to the water permeability test method of the present invention, unlike the conventional test method, the open end of the cylinder is not pressed into the ground, but only the open end of the cylinder is placed on the ground surface. The defects caused by the test method, that is, damage to the ground at the time of press-fitting of the cylinder can be prevented.Furthermore, since a membrane made of water-impermeable material is laid on the ground surface around the open end of the cylinder, Water from the ground surface can be prevented. Therefore, the water from the cylinder or the pipe penetrates only into the ground to be measured, so that accurate ground water permeability can be measured at an experimental site or a construction site.
【図1】本発明において使用する試験装置の断面図であ
る。FIG. 1 is a sectional view of a test apparatus used in the present invention.
【図2】図1におけるII−II方向から見た平面図であ
る。FIG. 2 is a plan view seen from the II-II direction in FIG.
【図3】従来の透水試験装置の断面図である。FIG. 3 is a cross-sectional view of a conventional water permeability test device.
10 透水試験装置 11 管体 15 円筒 15a 蓋 15b 開放端 16 膜材 22 膜材 40 地盤 DESCRIPTION OF SYMBOLS 10 Permeability test apparatus 11 Tube 15 Cylindrical 15a Lid 15b Open end 16 Membrane material 22 Membrane material 40 Ground
Claims (2)
筒と、該円筒内に連通するように前記蓋に接続された管
体とを備える装置を用いる地盤の透水試験方法であっ
て、前記円筒の開放端を地盤内に圧入せずに地盤表面に
載置し、前記円筒の開放端外周の地盤表面に不透水性材
料からなる膜材を敷設し、前記円筒と前記管体とに水を
充填して地盤内に浸透する水量を測定することにより地
盤の透水性を試験する方法。1. A ground water permeability test method using a device having a cylinder closed at one end with a lid open at the other end and a pipe connected to the lid so as to communicate with the cylinder. Then, the open end of the cylinder is placed on the ground surface without being pressed into the ground, and a membrane made of a water-impermeable material is laid on the ground surface around the open end of the cylinder, and the cylinder and the pipe A method of testing the water permeability of the ground by filling the body with water and measuring the amount of water that penetrates into the ground.
設したことを特徴とする請求項1記載の透水試験方法。2. The water permeability test method according to claim 1, wherein the membrane material is laid in a concentric shape with the cylinder.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000022164A JP2001214427A (en) | 2000-01-31 | 2000-01-31 | Method of water penetration test for ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000022164A JP2001214427A (en) | 2000-01-31 | 2000-01-31 | Method of water penetration test for ground |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001214427A true JP2001214427A (en) | 2001-08-07 |
Family
ID=18548497
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000022164A Pending JP2001214427A (en) | 2000-01-31 | 2000-01-31 | Method of water penetration test for ground |
Country Status (1)
Country | Link |
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JP (1) | JP2001214427A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102252950A (en) * | 2011-07-13 | 2011-11-23 | 中国科学院水利部成都山地灾害与环境研究所 | Method for measuring permeation rate of surface soil |
RU2450266C2 (en) * | 2008-09-23 | 2012-05-10 | ГНУ Сибирский научно-исследовательский институт земледелия и химизации сельского хозяйства, Сибирское отделение РАСХН | Device for determining water permeability of soil |
JP2012127673A (en) * | 2010-12-13 | 2012-07-05 | Yonden Gijutsu Consultant:Kk | Permeability testing device |
JP2014032126A (en) * | 2012-08-03 | 2014-02-20 | Central Research Institute Of Electric Power Industry | Device for testing water absorption of concrete, and method, device and program for estimating permeability coefficient distribution of concrete |
KR200475581Y1 (en) * | 2013-07-31 | 2014-12-12 | 대한민국 | Water level control type soil infiltration velocity measuring apparatus |
-
2000
- 2000-01-31 JP JP2000022164A patent/JP2001214427A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2450266C2 (en) * | 2008-09-23 | 2012-05-10 | ГНУ Сибирский научно-исследовательский институт земледелия и химизации сельского хозяйства, Сибирское отделение РАСХН | Device for determining water permeability of soil |
JP2012127673A (en) * | 2010-12-13 | 2012-07-05 | Yonden Gijutsu Consultant:Kk | Permeability testing device |
CN102252950A (en) * | 2011-07-13 | 2011-11-23 | 中国科学院水利部成都山地灾害与环境研究所 | Method for measuring permeation rate of surface soil |
JP2014032126A (en) * | 2012-08-03 | 2014-02-20 | Central Research Institute Of Electric Power Industry | Device for testing water absorption of concrete, and method, device and program for estimating permeability coefficient distribution of concrete |
KR200475581Y1 (en) * | 2013-07-31 | 2014-12-12 | 대한민국 | Water level control type soil infiltration velocity measuring apparatus |
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