... confined compression test ==> 侧限压缩试验 confined compressive strength ==> 侧限抗压强度,侧向限制抗压强度 confined concrete ==> 侧限混凝土 ...
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通过回归分析，建立水泥土的无侧限抗压强度随掺入比及龄期的数学表达式。
Through regressive analysis on the laboratory testing results of cement-soil, the mathematical expression among UCS of cement-soil and cement ratio and curing period were established.
针对原状土样和重塑土样在脱湿或加湿过程中无侧限抗压强度的变化进行了研究。
The unconfined compression strength of the undisturbed and remolded specimens are studied in the conditions of the dehydration or adding moisture content.
水泥土无侧限抗压强度的增大速率随龄期的增大而逐渐减小，随着水泥掺入比的增加而增大；
The increase velocity of the UCS decreased gradually with the increasing of curing period, but increased with the increasing of cement ratio.
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