JPS6417902A - Piled soil execution method using ultra- lightweight hollow frp box on weak ground - Google Patents

Piled soil execution method using ultra- lightweight hollow frp box on weak ground

Info

Publication number
JPS6417902A
JPS6417902A JP17366087A JP17366087A JPS6417902A JP S6417902 A JPS6417902 A JP S6417902A JP 17366087 A JP17366087 A JP 17366087A JP 17366087 A JP17366087 A JP 17366087A JP S6417902 A JPS6417902 A JP S6417902A
Authority
JP
Japan
Prior art keywords
ultra
lightweight hollow
laid
execution method
weak ground
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
JP17366087A
Other languages
Japanese (ja)
Inventor
Kimihiko Ezoe
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.)
NIPPON REINETSU KK
Original Assignee
NIPPON REINETSU KK
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 NIPPON REINETSU KK filed Critical NIPPON REINETSU KK
Priority to JP17366087A priority Critical patent/JPS6417902A/en
Publication of JPS6417902A publication Critical patent/JPS6417902A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To shorten the period of time and prevent settlement by using ultra- lightweight hollow type FRP boxes as an earth fill material. CONSTITUTION: A surface layer portion of soft ground 1 is excavated, sand 2 is laid and the surface is normalized. Next, ultra-lightweight hollow type FRP boxes 3 are laid and fitted sequentially in the projected and recessed portions and stacked up. Next, a subgrade 4 is laid on the upper surface and asphalt paving 5 is performed, and sloped portion is covered with an ordinary sediment 6. According to this, settlement and cracking for roads and other civil engineering structures can be prevented and the period of time for construction work can be greatly reduced.
JP17366087A 1987-07-10 1987-07-10 Piled soil execution method using ultra- lightweight hollow frp box on weak ground Pending JPS6417902A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17366087A JPS6417902A (en) 1987-07-10 1987-07-10 Piled soil execution method using ultra- lightweight hollow frp box on weak ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17366087A JPS6417902A (en) 1987-07-10 1987-07-10 Piled soil execution method using ultra- lightweight hollow frp box on weak ground

Publications (1)

Publication Number Publication Date
JPS6417902A true JPS6417902A (en) 1989-01-20

Family

ID=15964735

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17366087A Pending JPS6417902A (en) 1987-07-10 1987-07-10 Piled soil execution method using ultra- lightweight hollow frp box on weak ground

Country Status (1)

Country Link
JP (1) JPS6417902A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108625243A (en) * 2017-03-19 2018-10-09 中国水利水电第工程局有限公司 Suitable for mountain area hills red clay area high-fill roadbed filling construction method
CN112813759A (en) * 2021-01-25 2021-05-18 罗志球 Soft soil roadbed and normal roadbed juncture prevent subsiding structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108625243A (en) * 2017-03-19 2018-10-09 中国水利水电第工程局有限公司 Suitable for mountain area hills red clay area high-fill roadbed filling construction method
CN112813759A (en) * 2021-01-25 2021-05-18 罗志球 Soft soil roadbed and normal roadbed juncture prevent subsiding structure
CN112813759B (en) * 2021-01-25 2022-05-17 中铁二十三局集团第一工程有限公司 Soft soil roadbed and normal roadbed juncture prevent subsiding structure

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