堆石料与基岩面直剪试验

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傅华,李国英. 堆石料与基岩面直剪试验[J]. 水利水运工程学报, 2003, (4): 37-40.

引用本文:

傅华,李国英. 堆石料与基岩面直剪试验[J]. 水利水运工程学报, 2003, (4): 37-40.

FU Hua,LI Guo-ying. Direct shear test for shear strength between rockfill material and bedrock[J]. Hydro-Science and Engineering, 2003, (4): 37-40.

Citation:

FU Hua,LI Guo-ying. Direct shear test for shear strength between rockfill material and bedrock[J]. Hydro-Science and Engineering, 2003, (4): 37-40.

Direct shear test for shear strength between rockfill material and bedrock

摘要: 介绍了堆石料与基岩面的现场直剪试验方法，6个组次的直剪试验结果表明，堆石料与基岩面的抗剪强度指标随基岩面坚硬度的增大而增加，并随基岩面粗糙度的加大而加大。

Abstract: The field direct shear test for shear strength between rockfill material and bedrock is presented. Results of six sets of tests show that the shear strength between rockfill material and bedrock increases with the increase of the hardness and roughness of the bedrock.

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