JPS5539552A - Improvement method for foundation ground - Google Patents

Improvement method for foundation ground

Info

Publication number
JPS5539552A
JPS5539552A JP11262778A JP11262778A JPS5539552A JP S5539552 A JPS5539552 A JP S5539552A JP 11262778 A JP11262778 A JP 11262778A JP 11262778 A JP11262778 A JP 11262778A JP S5539552 A JPS5539552 A JP S5539552A
Authority
JP
Japan
Prior art keywords
soil
sand
ground
range
fluidizing
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
JP11262778A
Other languages
Japanese (ja)
Inventor
Hiroshi Tomita
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11262778A priority Critical patent/JPS5539552A/en
Publication of JPS5539552A publication Critical patent/JPS5539552A/en
Pending legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE: To provide the bearing power of soil by fluidizing soil and sand to extend the fluidizing range outside the excavated region and thereby to relax the ground and, after a few days, allowing the relaxed ground to solidly coagulate naturally.
CONSTITUTION: When a pile member P has reached a predetermined depth F, excavation and stirring are continued while injecting an antifriction material a from the tip end of an auger 2, to fluidize the soil and sand in range X. In this condition, with the anger 2 loaded in the excavation direction, the internal pressure is increased, the antifriction material a penetrates into range X' yet to be stirred, and the fluidizing range of the soil and sand is extended further. Then, coment is charged from the tip end of the auger 2 into the fluidized soil and sand. After a few days, simultaneously with the coagulation of the ground under the pile member P, the volume of the fluidized soil and sand changes according to the internal pressure, to form a ground which is strongly compressed and consolidated and is rich in bearing power of soil.
COPYRIGHT: (C)1980,JPO&Japio
JP11262778A 1978-09-12 1978-09-12 Improvement method for foundation ground Pending JPS5539552A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11262778A JPS5539552A (en) 1978-09-12 1978-09-12 Improvement method for foundation ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11262778A JPS5539552A (en) 1978-09-12 1978-09-12 Improvement method for foundation ground

Publications (1)

Publication Number Publication Date
JPS5539552A true JPS5539552A (en) 1980-03-19

Family

ID=14591459

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11262778A Pending JPS5539552A (en) 1978-09-12 1978-09-12 Improvement method for foundation ground

Country Status (1)

Country Link
JP (1) JPS5539552A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03125712A (en) * 1989-10-12 1991-05-29 Shohei Senda Poor subsoil improvement method and device
JP2005226222A (en) * 2004-02-10 2005-08-25 Tenox Corp Reinforced existing retaining wall structure, and reinforcing construction method for existing retaining wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03125712A (en) * 1989-10-12 1991-05-29 Shohei Senda Poor subsoil improvement method and device
JP2005226222A (en) * 2004-02-10 2005-08-25 Tenox Corp Reinforced existing retaining wall structure, and reinforcing construction method for existing retaining wall

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