JPS5659913A - Construction method for land-slide protection - Google Patents

Construction method for land-slide protection

Info

Publication number
JPS5659913A
JPS5659913A JP13621779A JP13621779A JPS5659913A JP S5659913 A JPS5659913 A JP S5659913A JP 13621779 A JP13621779 A JP 13621779A JP 13621779 A JP13621779 A JP 13621779A JP S5659913 A JPS5659913 A JP S5659913A
Authority
JP
Japan
Prior art keywords
piles
filler
land
construction method
slide protection
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
JP13621779A
Other languages
Japanese (ja)
Other versions
JPS6238489B2 (en
Inventor
Shogo Arinobu
Tokuo Kusaka
Masahiko Tanno
Hiroshi Kawashima
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP13621779A priority Critical patent/JPS5659913A/en
Publication of JPS5659913A publication Critical patent/JPS5659913A/en
Publication of JPS6238489B2 publication Critical patent/JPS6238489B2/ja
Granted legal-status Critical Current

Links

Landscapes

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Abstract

PURPOSE: To provide a construction method which reliably prevents flowing out of filler and efficiently complete a land-slide protection wall as a system.
CONSTITUTION: After a ditch 1 is dug to a given depth in the ground, steel pipe piles or sheet piles, etc. P1WP6 are driven-in in order in the ditch 1 previously dug. After driving-in of the piles at specified intervals is complete, partitions 4 for preventing filler from leaking are formed at opposite ends of a group of the piles P1WP6 positioned at specified intervals. The filler is poured into a space B surrounded with a pair of the partitions 4 and a bedrock to execute a back-filling. Said processes are repeated in order with the progress of excavation.
COPYRIGHT: (C)1981,JPO&Japio
JP13621779A 1979-10-22 1979-10-22 Construction method for land-slide protection Granted JPS5659913A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13621779A JPS5659913A (en) 1979-10-22 1979-10-22 Construction method for land-slide protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13621779A JPS5659913A (en) 1979-10-22 1979-10-22 Construction method for land-slide protection

Publications (2)

Publication Number Publication Date
JPS5659913A true JPS5659913A (en) 1981-05-23
JPS6238489B2 JPS6238489B2 (en) 1987-08-18

Family

ID=15170034

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13621779A Granted JPS5659913A (en) 1979-10-22 1979-10-22 Construction method for land-slide protection

Country Status (1)

Country Link
JP (1) JPS5659913A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51131118A (en) * 1975-05-12 1976-11-15 Koho Gijutsu Kaihatsu Method of forming underground wall

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51131118A (en) * 1975-05-12 1976-11-15 Koho Gijutsu Kaihatsu Method of forming underground wall

Also Published As

Publication number Publication date
JPS6238489B2 (en) 1987-08-18

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