城市建筑Issue(4)：332-332,1.
浅析广州软土的静止侧压力系数K0
Static Lateral Pressure Coefficient K0 of Guangzhou Soft Soil
陈诗艾1
作者信息
- 1. 广东省重工建筑设计院有限公司，广州 510000
- 折叠
摘要
Abstract
Static lateral pressure coefficient K0 is the ratio of horizontal principal stress and vertical principal stress under the condition of no lateral deformations for soil. The K0 value can be determined by in situ test, indoor test and conversion. Characteristics of soft soil in Guangzhou City, make the value of K0 is not entirely dependent on experience value in the un-derground engineering to determine the value of K0 is of great significance in Metro Project in soft soil area in Guangzhou ci-t y.关键词
静止侧压力系数/广州软土Key words
static lateral pressure coefficient/the soft soil in Guangzhou引用本文复制引用
陈诗艾..浅析广州软土的静止侧压力系数K0[J].城市建筑,2014,(4):332-332,1.
