Development of a new in-situ direct shear test

被引:1
作者
Matsuoka, H [1 ]
Liu, SH
Sun, DA
Nishikata, U
机构
[1] Nagoya Inst Technol, Dept Civil Engn, Nagoya, Aichi 4668555, Japan
[2] Kansai Elect Power Co Inc, Tech Res Ctr, Amagaki, Hyogo 6610974, Japan
来源
GEOTECHNICAL TESTING JOURNAL | 2001年 / 24卷 / 01期
关键词
clay; coarse-grained soil; direct shear test; embankment; in-situ test; sand; shear strength; triaxial compression test; unconfined compression test;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An in-situ direct shear test apparatus, in both small and large sizes, and its testing techniques have been developed. This test is performed simply by pulling horizontally a latticed shearing frame, embedded in the ground, with a flexible rope or chain under the application of a constant vertical load on the sample. In the new test, the real normal and shear stresses acting on the shear plane can be exactly measured. A number of the large-sized in-situ direct shear tests have been performed on eight kinds of coarse-grained granular materials including rockfills at different construction sites of embankments. The measured shear strengths approximate those of large-sized triaxial compression tests on samples with parallel grain-size distributions. The smaller version of this new test has been used successfully for testing sands and clays. For clays, artificially produced or in-situ, the measured undrained shear strengths are nearly equal to q(u)/2 by unconfined compression tests on the same clays. The extreme simplicity and high accuracy of this newly developed test are emphasized.
引用
收藏
页码:92 / 102
页数:11
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