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人工冻结的杭州饱和软土的单轴抗压强度特性
引用本文:樊良本,丁伯阳,王纪峰.人工冻结的杭州饱和软土的单轴抗压强度特性[J].浙江工业大学学报,2000,28(4):319-321.
作者姓名:樊良本  丁伯阳  王纪峰
作者单位:浙江工业大学建工学院!浙江杭州310032
摘    要:对人工冻结的杭州典型的饱和软土进行单轴抗压强度试验,分析了强度曲线的特征,得到冻结的杭州饱和软土强度随冻结温度,应变速率,土样干密度的变化规律,其结论对用冻土壁作为基坑围护的开发应用具有实际意义。

关 键 词:软土  冻土  单轴试验  强度特性  基坑围护  抗压强度
修稿时间:2000-04-10

Unconfined compressive strength behaviour of frozen Hangzhou saturated soft clay
FAN Liang-ben,DING Bo-yang,WANG Ji-feng,WANG Jian-dong.Unconfined compressive strength behaviour of frozen Hangzhou saturated soft clay[J].Journal of Zhejiang University of Technology,2000,28(4):319-321.
Authors:FAN Liang-ben  DING Bo-yang  WANG Ji-feng  WANG Jian-dong
Abstract:Unconfined compressive strength tests were carried out on frozen soil of typical Hangzhou saturated soft clay. Behavior of the stress-strain curves of the tests was analysed; and variation regularity was found of the strength with temperature, strain rate and dry density of the frozen Hangzhou soft clay. The result is valuable for the development and application of frozen soil walls used for supporting of foundation pits.
Keywords:soft clay  frozen soil  unconfined compressive tests  strength  behavior
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