JPS55122914A - Method for early improvement of soft ground - Google Patents

Method for early improvement of soft ground

Info

Publication number
JPS55122914A
JPS55122914A JP3213679A JP3213679A JPS55122914A JP S55122914 A JPS55122914 A JP S55122914A JP 3213679 A JP3213679 A JP 3213679A JP 3213679 A JP3213679 A JP 3213679A JP S55122914 A JPS55122914 A JP S55122914A
Authority
JP
Japan
Prior art keywords
soft ground
laid
soft
ground
sand
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
JP3213679A
Other languages
Japanese (ja)
Other versions
JPS6317969B2 (en
Inventor
Shigeru Ueda
Hideo Kamata
Tomohiro Isoda
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.)
Fudo Tetra Corp
Original Assignee
Fudo Construction 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 Fudo Construction Co Ltd filed Critical Fudo Construction Co Ltd
Priority to JP3213679A priority Critical patent/JPS55122914A/en
Publication of JPS55122914A publication Critical patent/JPS55122914A/en
Publication of JPS6317969B2 publication Critical patent/JPS6317969B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To prevent slip destruction and the like owing to the load of construction built on soft ground by a method wherein tension materials using semisteel or soft steel etc. are laid to combine with the soft ground in the method for improving and reinforcing the soft ground.
CONSTITUTION: In a soft ground 4 a replacement part 5 is provided by dropping earth and sand in the dug place of the ground and in the part is laid a tension material 6 made of semisteel or soft steel or other similar materials. Moreover, a column-like improvement part 7 such as a compaction sand pile or a vertical drain is prepared in the soft ground 4. And on the replacement part 5 is provided a foundation mound 8 composed of earth and sand etc., on which a structure 9 such as an oil tank is built. In this case, the tension material 6 may be laid in the foundation mound 8, while, in the absence of the replacement part 5, net-like or sheet-like tension material being laid on the surface of the soft ground 4.
COPYRIGHT: (C)1980,JPO&Japio
JP3213679A 1979-03-15 1979-03-15 Method for early improvement of soft ground Granted JPS55122914A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3213679A JPS55122914A (en) 1979-03-15 1979-03-15 Method for early improvement of soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3213679A JPS55122914A (en) 1979-03-15 1979-03-15 Method for early improvement of soft ground

Publications (2)

Publication Number Publication Date
JPS55122914A true JPS55122914A (en) 1980-09-22
JPS6317969B2 JPS6317969B2 (en) 1988-04-15

Family

ID=12350472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3213679A Granted JPS55122914A (en) 1979-03-15 1979-03-15 Method for early improvement of soft ground

Country Status (1)

Country Link
JP (1) JPS55122914A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314920A (en) * 1986-07-03 1988-01-22 Fudo Constr Co Ltd Displacement method
JPS63171915A (en) * 1987-01-06 1988-07-15 Takenaka Komuten Co Ltd Construction of structure in soft ground
KR100429370B1 (en) * 2001-05-16 2004-04-28 최귀봉 Method for constructing revetment dike using a fiber for public works
CN102787593A (en) * 2012-08-07 2012-11-21 天津二十冶建设有限公司 Local slipping treatment method of prepressed loading soil body with vacuum unified loading
CN103821134A (en) * 2014-02-26 2014-05-28 中冶集团武汉勘察研究院有限公司 Method for eliminating bringing-back phenomenon through steel sheet pile shoe during striking of plastic drainage plate
JP2014136896A (en) * 2013-01-16 2014-07-28 Kajima Corp Reclamation method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314920A (en) * 1986-07-03 1988-01-22 Fudo Constr Co Ltd Displacement method
JPS63171915A (en) * 1987-01-06 1988-07-15 Takenaka Komuten Co Ltd Construction of structure in soft ground
KR100429370B1 (en) * 2001-05-16 2004-04-28 최귀봉 Method for constructing revetment dike using a fiber for public works
CN102787593A (en) * 2012-08-07 2012-11-21 天津二十冶建设有限公司 Local slipping treatment method of prepressed loading soil body with vacuum unified loading
JP2014136896A (en) * 2013-01-16 2014-07-28 Kajima Corp Reclamation method
CN103821134A (en) * 2014-02-26 2014-05-28 中冶集团武汉勘察研究院有限公司 Method for eliminating bringing-back phenomenon through steel sheet pile shoe during striking of plastic drainage plate
CN103821134B (en) * 2014-02-26 2016-06-29 中冶集团武汉勘察研究院有限公司 A kind of steel plate shoe eliminates during plastic draining board sets the method rewinding phenomenon

Also Published As

Publication number Publication date
JPS6317969B2 (en) 1988-04-15

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