The stress-strain behaviour of rockfill is seriously influenced by the particle breakage.
颗粒破碎对堆石体的应力应变特性具有十分重要的影响。
The test results show that for a certain type of soil its stress-strain behaviour mainly depends upon strain rate and temperature.
试验结果表明，对一定土质及含水量的冻土，其应力-应变性状主要取决于应变率及温度。
According to the ranges of strain rate and temperature for the 9 types of stress-strain behaviour, the constitutive relation maps of v...
根据9种类型应力-应变性状的应变率及温度范围，作者首次提出了冻土单轴压缩本构关系类型图。
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