JPS5612414A - Foundation construction method utilizing banking load - Google Patents

Foundation construction method utilizing banking load

Info

Publication number
JPS5612414A
JPS5612414A JP8942579A JP8942579A JPS5612414A JP S5612414 A JPS5612414 A JP S5612414A JP 8942579 A JP8942579 A JP 8942579A JP 8942579 A JP8942579 A JP 8942579A JP S5612414 A JPS5612414 A JP S5612414A
Authority
JP
Japan
Prior art keywords
strips
foundation
retaining walls
banking
soil
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
JP8942579A
Other languages
Japanese (ja)
Inventor
Shunji Hatta
Shusuke Tabata
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.)
Kawasho Corp
Original Assignee
Kawasho Corp
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 Kawasho Corp filed Critical Kawasho Corp
Priority to JP8942579A priority Critical patent/JPS5612414A/en
Publication of JPS5612414A publication Critical patent/JPS5612414A/en
Pending legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE: To make strips serve as anchors for permitting a high banking or the like to be constructed on a weak subsoil or the like, by placing retaining walls at the side ends of a foundation, and connecting the ends of the strips embedded in the foundation to the retaining walls.
CONSTITUTION: Retaining walls 6 are placed at both sides of the site for a foundation. Reinforcing soil 4 is spread on a weak subsoil 4 to a proper thickness and rolled. Strips 5 are laid at fixed intervals, and after the ends of the strips 5 are connected to the upper ends of the retaining walls 6, the reinforcing soil 4 is spreaded and rolled again. This is repeated until a desired thickness is obtained in order to form a foundation ground 3, on which a high banking 2 is constructed. Thus, the strips 5 and the reinforced soil 4 get frictional resistance in the horizontal direction, so that the directional characteristics of the soil can be improved. Moreover, the strips 5, which serve as anchors in the horizontal direction, permits the high banking 2 to be stably supported.
COPYRIGHT: (C)1981,JPO&Japio
JP8942579A 1979-07-10 1979-07-10 Foundation construction method utilizing banking load Pending JPS5612414A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8942579A JPS5612414A (en) 1979-07-10 1979-07-10 Foundation construction method utilizing banking load

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8942579A JPS5612414A (en) 1979-07-10 1979-07-10 Foundation construction method utilizing banking load

Publications (1)

Publication Number Publication Date
JPS5612414A true JPS5612414A (en) 1981-02-06

Family

ID=13970298

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8942579A Pending JPS5612414A (en) 1979-07-10 1979-07-10 Foundation construction method utilizing banking load

Country Status (1)

Country Link
JP (1) JPS5612414A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4942106A (en) * 1972-08-30 1974-04-20

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4942106A (en) * 1972-08-30 1974-04-20

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