Application of Parameter-method in the Design of Bottom-slab's Size of Cantilever Type Retaining Wall

YUAN Jian; LIU Qi-mei

Volume 19 Issue 1

Jul. 2021

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YUAN Jian, LIU Qi-mei. Application of Parameter-method in the Design of Bottom-slab's Size of Cantilever Type Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 17-19.

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YUAN Jian, LIU Qi-mei. Application of Parameter-method in the Design of Bottom-slab's Size of Cantilever Type Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 17-19.

YUAN Jian, LIU Qi-mei. Application of Parameter-method in the Design of Bottom-slab's Size of Cantilever Type Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 17-19.

Citation:

YUAN Jian, LIU Qi-mei. Application of Parameter-method in the Design of Bottom-slab's Size of Cantilever Type Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 17-19.

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Application of Parameter-method in the Design of Bottom-slab's Size of Cantilever Type Retaining Wall

Architecture & Enginering Department, Central South Forestry University, Changsha Hunan 410004 China

Received Date: 2004-11-12
Available Online: 2021-07-07

Abstract

Abstract

Through the analysis on the characteristic of cantilever type retaining wall,the parameter-method used to design the size of bottom-slab is presented, and the influence made by bearing capacity of ground is further studied.The result of calculation shows that this method can make the design easier and reasonable.
- the parameter-method,
- the size of bottom-slab,
- anti-sliding,
- anti-overturning,
- bearing capacity of ground

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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Application of Parameter-method in the Design of Bottom-slab's Size of Cantilever Type Retaining Wall

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