Stability analysis for footings on reinforced sand slopes

Ching-Chuan Huang, Fumio Tatsuoka

研究成果: Article

35 引文 (Scopus)

摘要

The results of a series of plane strain model tests of unreinforced and reinforced sand slopes loaded with a 10 cm-wide strip footing are analyzed by limit equilibrium methods. A statically rigorous method (Janbu's method) is modified in order to incorporate the reinforcement force acting on the potential failure surface and the inter-slice faces in the force equilibrium formulation. The results of the stability analysis using a composite failure surface can predict rather accurately the stability and the location of failure surface for both unreinforced and reinforced slopes.

原文English
頁(從 - 到)21-37
頁數17
期刊Soils and Foundations
34
發行號3
DOIs
出版狀態Published - 1994 一月 1

指紋

footing
stability analysis
Sand
sand
plane strain
model test
reinforcement
Reinforcement
Composite materials
method

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Geotechnical Engineering and Engineering Geology

引用此文

Huang, Ching-Chuan ; Tatsuoka, Fumio. / Stability analysis for footings on reinforced sand slopes. 於: Soils and Foundations. 1994 ; 卷 34, 編號 3. 頁 21-37.
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Stability analysis for footings on reinforced sand slopes. / Huang, Ching-Chuan; Tatsuoka, Fumio.

於: Soils and Foundations, 卷 34, 編號 3, 01.01.1994, p. 21-37.

研究成果: Article

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