Three-dimensional dynamic stability analysis of high loess slope taking the jiulongshan slope for example
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Three-dimensional dynamic stability analysis of high loess slope taking the jiulongshan slope for example
Vol. 31, Issue 1, (2010)
作者机构:
1. 西安理工大学 岩土工程研究所,西安,710048
2. 河南理工大学 土木工程学院,河南,焦作,454000
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:02 February 2010,
Published:2010
稿件说明:
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CHEN Chang-lu, SHAO Sheng-jun, ZHENG Wan-kun, et al. Three-dimensional dynamic stability analysis of high loess slope taking the jiulongshan slope for example[J]. 2010, 31(1).
DOI:
CHEN Chang-lu, SHAO Sheng-jun, ZHENG Wan-kun, et al. Three-dimensional dynamic stability analysis of high loess slope taking the jiulongshan slope for example[J]. 2010, 31(1).DOI:
Three-dimensional dynamic stability analysis of high loess slope taking the jiulongshan slope for example