摘要
通过上海软土地层中3个大截面矩形顶管施工实例结果分析,发现矩形顶管推进引起地表变形具有一般规律性。笔者对地表隆沉及局部变形的机理进行了深入分析,并对变形控制措施进行了详细探讨。变形一般规律：地表隆起越大,则相应地表沉降量越小;最大沉降均发生在距始发井5~10 m的范围;当顶管机经过测点后推进约25 m左右时,监测断面上各测点的沉降值已趋于稳定。掘进面的地表隆起主要受顶进推力影响,地表沉降则受土体损失控制。顶管中段的土体损失沉降比较稳定,可通过调整掘进面上方的隆起与最终沉降的量值占比来达到最优变形控制目的。
Through the analysis on three projects of large cross section rectangular pipe jacking construction in Shanghai soft soil,some general regularity of the earth surface deformation are found. The author makes a deep analysis on the mechanism of surface heave and local deformation,also carries out a detailed study on the deformation control measures. The general rule of ground deformation is as follows： the more ground surface heave induced by pipe jacking,the smaller is corresponding ground surface settlement; the largest settlement occurred in the range of 5 ~ 10 m from starting well; when the pipeline machine advanced by measuring point about 25 m,the settlement value of each measuring point on monitoring section has been stabilized. The surface uplift at tunneling surface is mainly controlled by the thrust force and the surface subsidence is affected by the soil loss. The ground loss settlement is stable at middle part of pipe jacking,the optimal deformation controlling can be realized through the adjustment of upper surface uplift and the final settlement value.
出处
《地下空间与工程学报》
CSCD
北大核心
2016年第4期1002-1007,共6页
Chinese Journal of Underground Space and Engineering
基金
上海市科技攻关项目(No.13231200600)
关键词
软土
矩形顶管
地表变形
土体损失
soft soil
rectangular pipe jacking
ground surface settlement
ground loss
