摘要
根据无锡地铁1号线14标梁东路站～新光路站区间盾构机穿越大运河的经验，通过对运河底土压力的精确计算，与试掘进统计参数进行分析对比，确定最佳掘进参数；同时制定相关技术措施，以达到解决盾构穿越大运河相关难题的目的。
Based on the experience of shielding through canal of the interval of Liangdong Road station to Xinguang Road station on Bid14 section of Wuxi Metro Line 1,the best driving parameters are determined by the accurate calculation of the earth pressure on canal bottom,comparative analysis with the test driving statistical parameters and relevant measures are formulated to solve the problems related to shield crossing the canal.
出处
《铁道建筑技术》
2014年第9期31-34,共4页
Railway Construction Technology
关键词
盾构
穿越运河
土压力
参数
shield
crossing canal
soil pressure
parameters
