首页|期刊导航|西南交通大学学报(英文版)|Comparison of in situ Shear Test and In-Lab Triaxial Shear Test of Compacted Rockfill
西南交通大学学报(英文版)2003，Vol.11Issue(2)：165-171,7.
Comparison of in situ Shear Test and In-Lab Triaxial Shear Test of Compacted Rockfill
Comparison of in situ Shear Test and In-Lab Triaxial Shear Test of Compacted Rockfill
摘要
Abstract
The in situ shear test and in-lab triaxial shear test on compacted rockfill of Fuling safety embankment were carried out and their advantages and disadvantages were compared. The discreteness of cohesive force C and internal frictional angle by in situ shear test is much severer than that by in-lab triaxial shear test. The consolidation of in-lab triaxial shear test is bigger than actual consolidation in rockfill engineerings, so the confining pressure should be reduced to a low level in-lab triaxial shear test.关键词
compacted rockfill/embankment/in situ shear test/in-lab triaxial shear test/Three Gorges projectKey words
compacted rockfill/embankment/in situ shear test/in-lab triaxial shear test/Three Gorges project分类
交通工程引用本文复制引用
闫宗岭,邱贤德,余永强..Comparison of in situ Shear Test and In-Lab Triaxial Shear Test of Compacted Rockfill[J].西南交通大学学报(英文版),2003,11(2):165-171,7.基金项目
Supported by Chongqing Science and Technology Committee (No.2001-74-29) and Western Communications Project of Ministry of Communications. （No.2001-74-29）
