上海地区土体静止侧压力系数的试验研究

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静止侧压力系数K0是进行地下结构设计时必不可少的参数,准确确定K0系数具有重要的工程意义.依托上海深隧工程,采用三轴仪开展K0固结试验,研究不同加、卸载路径下土体K0系数的变化规律,分析了几种常见的静止侧压力系数确定方法的适用性,并根据试验结果得到了新的预测公式.结果 表明:(1)深部黏性土的K0值在0.30~0.45之间,且与土层的先期固结压力成正比;(2)在取土引起的应力释放到再加载的过程中,部分试样的K0值先减小至低于正常固结值,再增大并逐渐稳定;(3)采用经验公式估算K0值时,土体内摩擦角宜采用正常固结时的有效峰值内摩擦角.
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