JPS5552420A - Method of improving ground - Google Patents

Method of improving ground

Info

Publication number
JPS5552420A
JPS5552420A JP12583378A JP12583378A JPS5552420A JP S5552420 A JPS5552420 A JP S5552420A JP 12583378 A JP12583378 A JP 12583378A JP 12583378 A JP12583378 A JP 12583378A JP S5552420 A JPS5552420 A JP S5552420A
Authority
JP
Japan
Prior art keywords
ground
water
subsoil
fill
tank
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
JP12583378A
Other languages
Japanese (ja)
Inventor
Shiro Yamaguchi
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.)
Japan Industrial Land Development Co Ltd
Original Assignee
Japan Industrial Land Development 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 Japan Industrial Land Development Co Ltd filed Critical Japan Industrial Land Development Co Ltd
Priority to JP12583378A priority Critical patent/JPS5552420A/en
Publication of JPS5552420A publication Critical patent/JPS5552420A/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 provide a method of improving ground, which can inexpensively fill the ground using water as carrying load to save the labor of transporting sail and gravel, curtailing construction period.
CONSTITUTION: Fill-up ground 1 is carried on a soft viscous subsoil, and its consolidation is accelerated to stabilize the subsoil. In a method of improving the ground or subsoil thus executed, a temporary water tank 3 is provided in the place, and water 7 is filled in the tank 3. The weight of the water 7 is used as the load of the fill-up ground 1 and discharge the water in the tank 3 after completing the consolidation of the ground.
COPYRIGHT: (C)1980,JPO&Japio
JP12583378A 1978-10-13 1978-10-13 Method of improving ground Pending JPS5552420A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12583378A JPS5552420A (en) 1978-10-13 1978-10-13 Method of improving ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12583378A JPS5552420A (en) 1978-10-13 1978-10-13 Method of improving ground

Publications (1)

Publication Number Publication Date
JPS5552420A true JPS5552420A (en) 1980-04-16

Family

ID=14920058

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12583378A Pending JPS5552420A (en) 1978-10-13 1978-10-13 Method of improving ground

Country Status (1)

Country Link
JP (1) JPS5552420A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100812656B1 (en) 2006-12-04 2008-03-13 삼성중공업 주식회사 Embankment for water-load loading
CN111898176A (en) * 2019-07-12 2020-11-06 江苏科能岩土工程有限公司 Method for calculating consolidation degree under layered foundation gradual loading condition

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100812656B1 (en) 2006-12-04 2008-03-13 삼성중공업 주식회사 Embankment for water-load loading
CN111898176A (en) * 2019-07-12 2020-11-06 江苏科能岩土工程有限公司 Method for calculating consolidation degree under layered foundation gradual loading condition
CN111898176B (en) * 2019-07-12 2021-02-26 江苏科能岩土工程有限公司 Method for calculating consolidation degree under layered foundation gradual loading condition

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