上海交通大学学报

上海交通大学学报 >

2021 , Vol. 55 >Issue 6: 652 - 662

DOI: https://doi.org/10.16183/j.cnki.jsjtu.2020.007

Pasternak地基降水对邻近管线影响的解析研究

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  • 1.浙江大学 滨海和城市岩土工程研究中心, 杭州 310058
    2.华东交通大学 土木建筑学院, 南昌 330013
    3.杭州市水务控股集团有限公司, 杭州 310009
    4.浙江省交通投资集团有限公司, 杭州 310000
徐长节(1972-),男,安徽省潜山县人,教授,博士生导师,现主要从事深基坑开挖变形控制理论、盾构隧道和饱和土动力学理论及工程应用研究.电话(Tel.):0571-88206752;E-mail: xucj@zju.edu.cn.

收稿日期: 2020-01-03

  网络出版日期: 2021-06-08

基金资助

国家重点基础研究发展计划(973计划)(2015CB057801);基础工程及土动力学(51725802);国家自然科学基金项目(51878276);浙江省自然科学基金委员会-华东院联合基金(LHZ19E080001)

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Analytical Analysis of Influence of Dewatering on Adjacent Pipelines Based on Pasternak Foundation

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  • 1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China
    2. School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
    3. Hangzhou Water Holding Group Co., Ltd., Hangzhou 310009, China
    4. Zhejiang Communications Investment Group Co., Ltd., Hangzhou 310000, China

Received date: 2020-01-03

  Online published: 2021-06-08

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摘要

基于Pasternak弹性地基梁理论,结合土的有效应力原理和Dupuit假设,推导了砂土地层单井降水引起邻近管线变形的解析解.算例解析计算结果与抽水试验及数值模拟结果吻合较好,验证了其准确性,在此基础上深入分析了管线受力变形的影响参数.结果表明:研究管-土相互作用时,土中剪力的影响不应被忽略,管线变形范围与降水影响半径大致相等.降水深度、管线与降水井距离对管线变形及受力有较大影响,且存在临界降深,使得管线变形及受力发生较大转变.到达临界降深前,管线变形和弯矩最大值位于管线中心,随降深增大而增大.超过临界降深后,管线弯矩最大值会随降深增大由管线中心向外偏移,出现两个弯矩峰值,位于水位线与管线相交处.研究成果可为相关工程的管线防护提供参考.

关键词： 单井降水; 地下管线; Pasternak 地基模型; 管线变形; 受力分析

本文引用格式

徐长节, 曾怡婷, 田威, 陈明 . Pasternak地基降水对邻近管线影响的解析研究[J]. 上海交通大学学报, 2021 , 55(6) : 652 -662 . DOI: 10.16183/j.cnki.jsjtu.2020.007

Abstract

Based on the Pasternak model of elastic foundation beams, and combining the effective stress principle of soil and Dupuit hypothesis, the analytical solution of adjacent pipeline deformation in sandy soil caused by single well dewatering is derived. The example calculation results are in good agreement with the results of pumping test and numerical simulation, which verifies the applicability. The law of stress and deformation for the pipeline is studied by parameter analysis. The results show that the influence of soil shear stiffness should not be ignored in the study of soil-pipeline interaction and the pipeline deformation range is approximately equal to the influence radius of dewatering. Pipeline deformation and stress are greatly influenced by dewatering depth and the distance between the pipeline and the dewatering well. Before reaching the critical drawdown, the maximum value of pipeline deformation and bending moments are at the center of pipeline, increasing with the increase of dewatering depth. When the dewatering depth exceeds the critical drawdown, the maximum bending moment will shift outward from the center with the increase of the dewatering depth, resulting in two peak bending moments which are at the intersection of the water level line and at the pipeline. The research results can provide reference for pipeline protection in relevant projects.

Key words： single well dewatering; underground pipeline; Pasternak foundation model; pipeline deformation; stress analysis

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