The influences of the maintained time and the freeze-thaw cycling on the unconfined compression strength of lime soil are discussed.
同时，试验分析了养护石灰土的工程特性，特别是探讨了养护龄期及冻融循环对石灰土无侧限抗压强度的影响。
Based on discussion of its mechanism, the unconfined compression strength test is discussed and compared with ordinary cement-stabilized soil.
从水泥土固化机理出发，讨论并对比了掺加工业废料加固土与普通水泥土的无侧限抗压强度试验。
The results suggest that nanometer silica fume can greatly improve the unconfined compression strength of cemented soil at various curing periods.
试验表明，一定掺量下的纳米硅粉能够显著提高水泥土的各个龄期强度。
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