Threshold of Dilation under Cyclic Loading
Threshold of Dilation under Cyclic Loading
复制标题
循环加载下的膨胀阈值
DOI：
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发表时间：
1977
期刊：
影响因子：
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通讯作者：
Lembit Kald
中科院分区：
文献类型：
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作者：
R. Stoll;Lembit Kald
The lower threshold of cyclic stress or strain that can be sustained in a soil without a tendency for permanent volume change is an important criterion in many foundation problems. However, in the wealth of available literature on cyclic loading, there has been rather limited comment on permanent dilatation at low amplitudes of loading.
