MJS加固方法对降低顶管施工影响的效果分析

Bo Zhang, Y. Tian, Guanghui Shi, Sheng-Hung Chen, Songsong Huang, Qiang Liu, Qi Jia, Fei Wang
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摘要

以西安市某箱涵管道廊工程为例,建立有限元模型,研究采用水平与垂直桩组合MJS加固对降低顶管施工影响的效果。结果表明,MJS水平与竖向组合桩可以减小顶管施工的影响。组合加固后的涵洞内力、竖向位移、水平位移和地表沉降的最佳效果分别为17.58%、17.18%、42.44%和67.26%。在数值模拟中,将4个断面的实际地表沉降与组合加固的沉降进行了对比,验证了数值模拟的准确性。这证明了MJS施工方法在地下穿越工程中对既有结构的保护起到了重要的作用。
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Analysis of the effect of MJS reinforcement methods on reducing the influence of pipe jacking construction
Based on a pipeline gallery project passed through a box culvert in Xi'an city, a finite element model was built to study the effect on reducing the influence of pipe jacking construction which MJS reinforcement combining horizontal and vertical piles was adopted. The result shows that MJS combined horizontal and vertical piles can reduce the influence of pipe jacking construction. The optimal effect of internal force, vertical displacement, horizontal displacement and surface settlement of the culvert after combined reinforcement were 17.58%, 17.18%, 42.44% and 67.26%, respectively. The actual surface settlement of four sections is compared with that of combined reinforcement in numerical simulation, and the accuracy of numerical simulation is verified. This proves that the MJS construction method plays an important role in protecting existing structures in the undercrossing project.
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