摘要
根据成都地区的地质条件和盾构施工特点,阐述了富水砂卵石地层盾构掘进的水土压力计算方法,并探讨了盾构掘进施工中水土压力的控制措施,有效降低了盾构施工风险。
According to the geological conditions and shield construction features of Chengdu,the paper illustrates the water-soil pressure calculation method of shield jack of rich water pebble stratum,and explores the controlling measures for the water-soil pressure in the shield jack construction,so as to lower the shield construction risks.
出处
《山西建筑》
2016年第28期67-68,共2页
Shanxi Architecture
关键词
砂卵石
盾构掘进
水压力
土压力
pebble
shield jack
water pressure
earth pressure