... 正常固结作用 normal consolidation 水固结作用 hydroconsolidation 次固结作用 underconsolidation ...
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In the second part, it is considered for the nonlinear behaviour of loess in hydroconsolidation. Furthermore, a calculated program is proposed and finally, a computed example is…
第二部分提出在黄土和黄土状土的压缩和湿陷变形计算中如何考虑土的非线性特性,阐述了计算程序,最后作出算例。
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