Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression
Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression
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DOI：
10.1061/jggefk.gteng-10972
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发表时间：
2023-05
影响因子：
3.9
通讯作者：
S. S. Ahmed-S.;Alejandro Martinez;J. DeJong
中科院分区：
文献类型：
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作者：
S. S. Ahmed-S.;Alejandro Martinez;J. DeJong
