Application of residual pushing force curve to reservoir landslide anti-slide pile design
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Application of residual pushing force curve to reservoir landslide anti-slide pile design
Vol. 26, Issue 12, (2005)
作者机构:
1. 武汉理工大学 土木工程与建筑学院,武汉,430070
2. 中国地质大学 工程学院,武汉,430074
作者简介:
基金信息:
DOI:
CLC:TU473
Online First:12 January 2014,
Published:2005
稿件说明:
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WANG Liang-qing, TANG Hui-ming, HU Xin-li, et al. Application of residual pushing force curve to reservoir landslide anti-slide pile design[J]. 2005, 26(12).
DOI:
WANG Liang-qing, TANG Hui-ming, HU Xin-li, et al. Application of residual pushing force curve to reservoir landslide anti-slide pile design[J]. 2005, 26(12).DOI:
Application of residual pushing force curve to reservoir landslide anti-slide pile design
Th anti-side pile engineering design for reservoir landslide is a topic of general interest in engineering domain. It is quite important how to determine rationally design landslide push-force to optimizing design of anti-slide pile. Based on studying thoroughly pushing force curve
aiming at the question existing in "specification" and engineering design
the concept of " fundamental calculation cases" and " control and design calculation cases" are proposed. For down-slide section and slide-resistant section of the landslide
different determining method of design push-force is provided. All these are applied to engineering design of Songjiawuchang landslide; and the enormous economic benefits will be produced.