JPS55142815A - Liquefaction preventing method for sandy ground - Google Patents

Liquefaction preventing method for sandy ground

Info

Publication number
JPS55142815A
JPS55142815A JP5059079A JP5059079A JPS55142815A JP S55142815 A JPS55142815 A JP S55142815A JP 5059079 A JP5059079 A JP 5059079A JP 5059079 A JP5059079 A JP 5059079A JP S55142815 A JPS55142815 A JP S55142815A
Authority
JP
Japan
Prior art keywords
ground
drainage
sandy ground
sandy
liquefaction
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
JP5059079A
Other languages
Japanese (ja)
Inventor
Masahiro Tanaka
Hidemaro Shimoda
Tetsushi Kiyokawa
Koichi Kayano
Original Assignee
Shimizu Constr 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 Shimizu Constr Co Ltd filed Critical Shimizu Constr Co Ltd
Priority to JP5059079A priority Critical patent/JPS55142815A/en
Publication of JPS55142815A publication Critical patent/JPS55142815A/en
Granted legal-status Critical Current

Links

Abstract

PURPOSE: To prevent the liquefaction of sandy ground at earthquack by providing a drainage consisting of a porous member and granular articles in the sandy ground and thereby controlling the rise of an excessive neutral stress therein.
CONSTITUTION: Based on an excessive neutral stress to take place in the ground 1 found in accordance with the magnitude (the size of shearing stress) of an earthquake estimated for the sandy ground 1 and in consideration of the size, importance etc. of a structure, the interval of the following drainage 2 to be laid is selected. The drainage 2 is constructed by filling the ground 1 with a member 3 of spongy or multifiber structure. In addition, a porous pipe body 4 with a bottom is also buried in the ground 1 and filled with large gravels 5 at need, thus the drainage 2 is formed.
COPYRIGHT: (C)1980,JPO&Japio
JP5059079A 1979-04-24 1979-04-24 Liquefaction preventing method for sandy ground Granted JPS55142815A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5059079A JPS55142815A (en) 1979-04-24 1979-04-24 Liquefaction preventing method for sandy ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5059079A JPS55142815A (en) 1979-04-24 1979-04-24 Liquefaction preventing method for sandy ground

Publications (1)

Publication Number Publication Date
JPS55142815A true JPS55142815A (en) 1980-11-07

Family

ID=12863181

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5059079A Granted JPS55142815A (en) 1979-04-24 1979-04-24 Liquefaction preventing method for sandy ground

Country Status (1)

Country Link
JP (1) JPS55142815A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58515A (en) * 1981-06-24 1983-01-05 Takechi Koumushiyo:Kk Gravel column former
JPS58127822A (en) * 1982-01-25 1983-07-30 Takechi Koumushiyo:Kk Liquefaction preventive structure of foundation ground
JPS58127823A (en) * 1982-01-25 1983-07-30 Takechi Koumushiyo:Kk Liquefaction preventive structure of foundation ground
JPS6183711A (en) * 1984-09-28 1986-04-28 Ozawa Concrete Kogyo Kk Method of preventing liquefaction of ground
JPS61246416A (en) * 1985-04-23 1986-11-01 Kawasaki Steel Corp Gravel drain pile
JPH01239218A (en) * 1988-03-18 1989-09-25 Chubu Electric Power Co Inc Method for protecting structure constructed on sand base liable to be liquefied
JPH05125741A (en) * 1991-05-28 1993-05-21 Misawa Homes Co Ltd Drainage structure of basement
JP5088982B1 (en) * 2012-02-27 2012-12-05 株式会社サムシング Outdoor structure foundation structure
CN103437336A (en) * 2013-08-27 2013-12-11 武汉中力岩土工程有限公司 PVC hole-pipe gravel pile and soft foundation processing method thereof
JP2014141785A (en) * 2013-01-22 2014-08-07 Grape Co Ltd Foundation structure

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58515A (en) * 1981-06-24 1983-01-05 Takechi Koumushiyo:Kk Gravel column former
JPS58127822A (en) * 1982-01-25 1983-07-30 Takechi Koumushiyo:Kk Liquefaction preventive structure of foundation ground
JPS58127823A (en) * 1982-01-25 1983-07-30 Takechi Koumushiyo:Kk Liquefaction preventive structure of foundation ground
JPS6183711A (en) * 1984-09-28 1986-04-28 Ozawa Concrete Kogyo Kk Method of preventing liquefaction of ground
JPH044411B2 (en) * 1984-09-28 1992-01-28
JPS61246416A (en) * 1985-04-23 1986-11-01 Kawasaki Steel Corp Gravel drain pile
JPH01239218A (en) * 1988-03-18 1989-09-25 Chubu Electric Power Co Inc Method for protecting structure constructed on sand base liable to be liquefied
JPH05125741A (en) * 1991-05-28 1993-05-21 Misawa Homes Co Ltd Drainage structure of basement
JP5088982B1 (en) * 2012-02-27 2012-12-05 株式会社サムシング Outdoor structure foundation structure
JP2014141785A (en) * 2013-01-22 2014-08-07 Grape Co Ltd Foundation structure
CN103437336A (en) * 2013-08-27 2013-12-11 武汉中力岩土工程有限公司 PVC hole-pipe gravel pile and soft foundation processing method thereof

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