JPS56159414A - Treatment of poor sticky subsoil by dynamic load - Google Patents

Treatment of poor sticky subsoil by dynamic load

Info

Publication number
JPS56159414A
JPS56159414A JP6270080A JP6270080A JPS56159414A JP S56159414 A JPS56159414 A JP S56159414A JP 6270080 A JP6270080 A JP 6270080A JP 6270080 A JP6270080 A JP 6270080A JP S56159414 A JPS56159414 A JP S56159414A
Authority
JP
Japan
Prior art keywords
water
subsoil
casing
water permeable
sticky
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
JP6270080A
Other languages
Japanese (ja)
Other versions
JPS586012B2 (en
Inventor
Osamu Terajima
Ikuo Okabayashi
Sakae Fujimoto
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.)
Chiyoda Chemical Engineering and Construction Co Ltd
Original Assignee
Chiyoda Chemical Engineering and 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 Chiyoda Chemical Engineering and Construction Co Ltd filed Critical Chiyoda Chemical Engineering and Construction Co Ltd
Priority to JP6270080A priority Critical patent/JPS586012B2/en
Publication of JPS56159414A publication Critical patent/JPS56159414A/en
Publication of JPS586012B2 publication Critical patent/JPS586012B2/en
Expired legal-status Critical Current

Links

Abstract

PURPOSE: To stabilize a poor sticky subsoil treated by draining water to a drain layer with a compressed air forced through a water resistant material previously packed into a casing after the casing vertically erected is vibrated to separate the water in the surrounding subsoil.
CONSTITUTION: A sandy drain layer 2 is provided on a poor sticky subsoil 1, with a bottom lid 3' pivoted at the lower end, a casing 3 arranged vertical is vibrated to separate water from soil particles in the surrounding subsoil 1. Then, a netlike cylinder body 4 having a weight 4' at the lower end hangs down in the casing 3 and a water permeable material 5 such as sand is packed into the cylindrical body 4 vibrating the casting 3. Compressed air is forced into the casing 3 at the upper end thereof vibrating it and the water is drained to the layer 2 along the circumference of the casing 3 pulling out the casing 3 alone. The water permeable water is left in the subsoil 1 as a water permeable pillar. Therafter, one or more of water permeable pillars 7 are formed near the water permeable pillar to stabilize the subsoil 1.
COPYRIGHT: (C)1981,JPO&Japio
JP6270080A 1980-05-14 1980-05-14 Treatment method for soft and viscous ground using dynamic loading Expired JPS586012B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6270080A JPS586012B2 (en) 1980-05-14 1980-05-14 Treatment method for soft and viscous ground using dynamic loading

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6270080A JPS586012B2 (en) 1980-05-14 1980-05-14 Treatment method for soft and viscous ground using dynamic loading

Publications (2)

Publication Number Publication Date
JPS56159414A true JPS56159414A (en) 1981-12-08
JPS586012B2 JPS586012B2 (en) 1983-02-02

Family

ID=13207832

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6270080A Expired JPS586012B2 (en) 1980-05-14 1980-05-14 Treatment method for soft and viscous ground using dynamic loading

Country Status (1)

Country Link
JP (1) JPS586012B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756105A (en) * 2016-03-21 2016-07-13 温州大学 Simple vacuum preloading test device and method for testing vacuum preloading efficiency by adopting same
CN106284289A (en) * 2015-05-19 2017-01-04 江苏德盈土工材料有限公司 A kind of mud impact of dynamic pressure concretion method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284289A (en) * 2015-05-19 2017-01-04 江苏德盈土工材料有限公司 A kind of mud impact of dynamic pressure concretion method
CN105756105A (en) * 2016-03-21 2016-07-13 温州大学 Simple vacuum preloading test device and method for testing vacuum preloading efficiency by adopting same

Also Published As

Publication number Publication date
JPS586012B2 (en) 1983-02-02

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