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沈阳砂土地层含翼缘钢顶管摩阻力计算方法
引用本文:纪新博,赵文,程诚,朱茂国.沈阳砂土地层含翼缘钢顶管摩阻力计算方法[J].东北大学学报(自然科学版),2018,39(4):584-588.
作者姓名:纪新博  赵文  程诚  朱茂国
作者单位:(1. 东北大学 资源与土木工程学院, 辽宁 沈阳110819; 2. 中铁第六勘察设计院集团有限公司 中铁隧道勘测设计院有限公司, 天津300133)
基金项目:国家自然科学基金资助项目(51171041).国家自然科学基金资助项目(51578116).
摘    要:基于Staheli的圆形顶管拱顶竖向土压力计算方法,推导出含翼缘异形钢顶管的拱顶竖向土压力计算方法.通过室内改进的直剪试验,得到了钢顶管与沈阳砂土、砂浆混合液与存泥浆之间的摩擦系数.通过现场监测,得到了含翼缘异形钢顶管顶力、摩阻力随顶程的变化规律.综合以上拱顶竖向土压力的理论推导与管土摩擦系数的室内试验,提出了含翼缘异形钢顶管摩阻力理论计算方法,将该方法的计算结果和现场观测数据进行了对比,得到较好的一致性,验证了所提方法的可行性.

关 键 词:沈阳砂土地层  顶管工程  翼缘顶管  摩阻力  顶力  

Calculation Method of Frictional Force Along Flanged Steel Jacking Pipe in Shenyang Sandy Strata
JI Xin-bo,ZHAO Wen,CHENG Cheng,ZHU Mao-guo.Calculation Method of Frictional Force Along Flanged Steel Jacking Pipe in Shenyang Sandy Strata[J].Journal of Northeastern University(Natural Science),2018,39(4):584-588.
Authors:JI Xin-bo  ZHAO Wen  CHENG Cheng  ZHU Mao-guo
Institution:1. School of Resources & Civil Engineering, Northeastern University, Shenyang 100819, China; 2. China Railway Tunnel Survey & Design Institute Co., Ltd., China Railway Sixth Survey and Design Institute Group Co., Ltd., Tianjin 300133, China.
Abstract:Based on the Staheli’s method for calculating the vertical soil pressure on circular jacking pipes, a vertical earth pressure calculation model for the circular flanged jacking pipe in Shenyang sandy strata was derived. The mechanical parameters of the sandy strata were tested, and the friction coefficients between soil and pipe was measured using a modified direct-shear test. The changing rules of the jacking forces and the frictional forces during the jacking process were monitored in situ. Then, a new calculation method was proposed to estimate the frictional resistance of the flanged jacking pipe in the sandy strata of Shenyang. Results from the proposed method agree well with field monitoring data, which proves the feasibility of the proposed method.
Keywords:Shenyang sandy strata  jacking pipe engineering  flanged jacking pipe  frictional force  jacking force  
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