JPS56142912A - Water and air permeation test at site - Google Patents

Water and air permeation test at site

Info

Publication number
JPS56142912A
JPS56142912A JP4573580A JP4573580A JPS56142912A JP S56142912 A JPS56142912 A JP S56142912A JP 4573580 A JP4573580 A JP 4573580A JP 4573580 A JP4573580 A JP 4573580A JP S56142912 A JPS56142912 A JP S56142912A
Authority
JP
Japan
Prior art keywords
water
pit
permeation test
air permeation
rubber packer
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
Application number
JP4573580A
Other languages
Japanese (ja)
Inventor
Yasuhei Ogawa
Seizo Kubota
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.)
Sato Kogyo Co Ltd
Original Assignee
Sato Kogyo Co Ltd
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 Sato Kogyo Co Ltd filed Critical Sato Kogyo Co Ltd
Priority to JP4573580A priority Critical patent/JPS56142912A/en
Publication of JPS56142912A publication Critical patent/JPS56142912A/en
Pending legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE: To exactly perform a water and air permeation test at site by largely simplifying the work procedure of the test by a method in which a pit is drilled by a boring rod with a rubber packer, and at the drilled position, the pit is blocked by the rubber packer and a predetermined water and air permeation test is performed.
CONSTITUTION: A pit with a given depth is drilled under the ground A to be tested by using a boring rod 1. Then, compressed air or pressurized water is supplied into a pressure fluid path 7 to direct it into a rubber packer 4 through the through hole 8 of an inner tube 3 in such a way as to expand the rubber packer 4 and thereby to closely touch it with the inner wall of bored pit B until the pit B is completely blocked. Then, water or air is sent into the rod 1 in the direction of arrow for performing a water or air permeation test. In this method, the necessity for the use of casing pipe and the combined use of grouting and packing work in the penetration work of casing can be eliminated. Also, no trouble with the blocking of pipe during the penetration work of casing occurs, thus permitting the water and air permeation test to be performed exactly.
COPYRIGHT: (C)1981,JPO&Japio
JP4573580A 1980-04-09 1980-04-09 Water and air permeation test at site Pending JPS56142912A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4573580A JPS56142912A (en) 1980-04-09 1980-04-09 Water and air permeation test at site

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4573580A JPS56142912A (en) 1980-04-09 1980-04-09 Water and air permeation test at site

Publications (1)

Publication Number Publication Date
JPS56142912A true JPS56142912A (en) 1981-11-07

Family

ID=12727572

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4573580A Pending JPS56142912A (en) 1980-04-09 1980-04-09 Water and air permeation test at site

Country Status (1)

Country Link
JP (1) JPS56142912A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4545702A (en) * 1982-07-02 1985-10-08 Toa Grout Kogyo Co., Ltd. Boring-injection device, method for improving ground by means of the device and method for investigating ground state by means of the device
CN114594037A (en) * 2022-03-30 2022-06-07 中国水利水电科学研究院 Method for measuring permeability coefficient of soil material

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4545702A (en) * 1982-07-02 1985-10-08 Toa Grout Kogyo Co., Ltd. Boring-injection device, method for improving ground by means of the device and method for investigating ground state by means of the device
CN114594037A (en) * 2022-03-30 2022-06-07 中国水利水电科学研究院 Method for measuring permeability coefficient of soil material
CN114594037B (en) * 2022-03-30 2023-07-07 中国水利水电科学研究院 Method for measuring permeability coefficient of soil material

Similar Documents

Publication Publication Date Title
JPS5532849A (en) Grouting method
ES474522A1 (en) Drilling using reverse circulation
SE8604183L (en) PROCEDURES AND DEVICES FOR SHOCK DRILLING WITH AIR PRESSURE AIR
US3168909A (en) Method for locating and sealing pipe leaks
CN107589058A (en) Double plunger water filling infiltration testing apparatus and its method of work in a kind of hole
CN104389587A (en) Quick measurement method of coal seam gas pressure
DE68909533D1 (en) METHOD AND DRILLING MACHINE FOR THE EXAMINATION AND USE OF EARTH LAYERS.
JPS56142912A (en) Water and air permeation test at site
Pearson et al. Improvements in the Lugeon or packer permeability test
JPS55142816A (en) Constructing method and device by using composite grout
CN207248699U (en) Double plunger water filling infiltration testing apparatus in a kind of hole
JPS573915A (en) Method and apparatus for construction of reaction resistor body underground
Joer et al. Experimental modeling of the shaft capacity of grouted driven piles
SE8007952L (en) SET AND DEVICE FOR CRACKING OF STORAGE
JPS5789020A (en) Construction work of ready-made pile
GB2000249A (en) Method of preventing destructive phenomena connected with cavitation
JPS5443315A (en) Flexible pipe joint for preventing slipping off of pipes
SU67474A1 (en) The method of separation of the core after penetration of the core drill
JPS5789014A (en) Testing method for water permeability in field
DE69310159D1 (en) METHOD AND DEVICE FOR PRODUCING A SEAL BETWEEN PIPING AND DRILLING HOLE IN STONE DRILLING WORKS
SE8304122D0 (en) EQUIPMENT AND METHOD OF EARTH DRILLING
JPH0791165A (en) Hydraulic type packer and expansion and contraction method thereof
MX156991A (en) IMPROVEMENTS IN APPARATUS AND PROCEDURE FOR THE CONCRETE PILOT HINKING
JPS556039A (en) Leack point detection method for burried tubular body
JPS56107147A (en) Geological test method & device