Determination Method for the Size of Cross Section of Self-weight Type Retaining Wall

Huang Taihua; Yuan Jian

Jul. 2021

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Huang Taihua, Yuan Jian. Determination Method for the Size of Cross Section of Self-weight Type Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 242-243,247.

Citation:

Huang Taihua, Yuan Jian. Determination Method for the Size of Cross Section of Self-weight Type Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 242-243,247.

Huang Taihua, Yuan Jian. Determination Method for the Size of Cross Section of Self-weight Type Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 242-243,247.

Citation:

Huang Taihua, Yuan Jian. Determination Method for the Size of Cross Section of Self-weight Type Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 242-243,247.

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Determination Method for the Size of Cross Section of Self-weight Type Retaining Wall

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

Received Date: 2004-07-03
Available Online: 2021-07-08

Abstract

Abstract

Designers usually have to calculate many times to decide the size of cross section for self weight type retaining wall because not analyzing the design point very well. There presents a new design method,basing on satisfying anti sliding to calculate the engineering quantity and adjust properly to satisfy anti overturning requirement.Applying this method,designers can choose the size easily,which can satisfy anti sliding and anti overturning stability requirement at the same time.
- self weight type retaining wall,
- size of cross section,
- anti sliding,
- anti overturning