Settlement Characteristics of Urban Underground Comprehensive Pipe Gallery under Different Backfill Conditions

Author:

Li Fengting1ORCID,Wu Ke1ORCID,Ma Xiaoyang2,Jin Pengfei2,Xu Wenbin1,Liu Dapeng1

Affiliation:

1. School of Civil Engineering and Water Conservancy, Shandong University, Jinan 250061, China

2. Stecol Corporation, Tianjin 300384, China

Abstract

In order to solve the problem of differential settlement of pavement after the backfilling of urban underground comprehensive pipe corridors based on a pipe gallery project in Xiong’an New Area, the mechanical calculation model of the pipe gallery foundation pit backfilling process was simulated by ABAQUS, and the pavement settlement and the change of the pipe gallery model under different construction conditions were simulated and verified. The results show that many external environmental factors have an impact on pavement settlement, and methods such as increasing the compaction degree of backfill soil and the slope of the foundation pit, reducing the width of the pit floor, and controlling the vehicle load after work can avoid the pavement damage caused by uneven settlement.

Funder

Jinan High-Value Patent Incubation Project

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

Reference17 articles.

1. Thoughts on the planning and construction management of urban underground pipelines in China under the background of rapid urbanization;J. Zhang;Planner,2015

2. Road embankment full-scale investigation on soft soil with geotextile stabilization;M. Arsyad;International Journal of GEOMATE,2020

3. Experimental study on stiffness softening of soil-rock mixture backfill under metro train cyclic load;Z. L. Zhong;Advances in Materials Science and Engineering,2021

4. Numerical evaluation of the effect of differential settlement on the performance of GRS-IBS

5. Effects of backfill constitutive behavior and soil-geotextile interface properties on deformations of geosynthetic-reinforced soil piers under static axial loading;M. Khosrojerdi;Journal of Geotechnical and Geoenvironmental Engineering,2020

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