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Comparison of in situ Shear Test and In-Lab Triaxial Shear Test of Compacted Rockfill
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作者 闫宗岭 邱贤德 余永强 《Journal of Southwest Jiaotong University(English Edition)》 2003年第2期165-171,共7页
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 i... 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. 展开更多
关键词 compacted rockfill EMBANKMENT in situ shear test in-lab triaxial shear test Three Gorges project
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