作　　者： ; ;

机构地区： 同济大学土木工程学院地下建筑与工程系

出　　处： 《长江科学院院报》 2020年第4期168-174,共7页

摘　　要： 为了探究钻孔灌注桩在竖向成孔时伴随的孔周土体径向应力的卸荷情况,基于SMP屈服准则及非相关联流动法则,探讨了初始原位应力场条件下砂土竖向钻孔孔周存在的2个塑性区的应力状态工况,并推导了该工况的应力场、位移场的解答,给出了工况判别标准。结果表明:静止侧压力系数K0、土体内摩擦角φ的选取关系到孔周塑性区半径re,rp的变化,对塑性区的产生和发展有很大影响;不同K0和泥浆重度rmud下的孔壁相对位移、孔壁应力均随着钻孔深度的增大而呈线性增大,孔壁相对位移随K0增大而增大,随rmud的增大而减小,但孔壁径向和环向应力并不随K0的改变而改变;砂土竖向成孔的孔周塑性区范围几乎沿深度不发生变化,塑性半径rp对钻孔孔壁环向应力有较大影响。提出的理论解对于砂土初始原位应力场中的灌注桩成孔卸荷问题具有一定的理论意义。 Radial unloading-induced borehole contraction is caused in the drilling process of bored pile.On the basis of the SMP yield criterion and the non-correlated flow rule,the solution for the stress and displacement fields in two stress-state conditions of plastic zone around the vertical borehole is deduced with the coefficient K0 of lateral earth pressure considered.Parameter analysis shows that the K0 and internal friction angleφof soil have a great influence on the emergence and development of plastic zone as well as the radius re and rp of plastic zone.The relative displacement and stress of borehole wall increase linearly along with the increase of drilling depth with different values of K0 and mud’s unit weight rmud.The relative displacement of borehole wall intensifies with the growth of K0,while declines with the rising of rmud.However,the radial and circumferential stresses of borehole wall do not change with K0.In addition,the range of plastic zone around the vertical borehole hardly changes along the depth in sandy soil,and the plastic radius rp has a remarkable influence on the circumferential stress.The theoretical solution presented in this paper is of theoretical significance for the unloading problem of borehole in initial in-situ stress field of sandy soil.

关 键 词： 砂土 灌注桩 静止侧压力系数 竖向成孔 径向卸荷 理论解

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