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橡胶砂回填布置对埋地管道静动荷载响应的影响

林存刚 SOK Zuyeng 刘志军 杨宏伟

岩土工程学报2026,Vol.48Issue(z2):6-11,6.
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岩土工程学报2026,Vol.48Issue(z2):6-11,6.DOI:10.11779/CJGE2026S20020

橡胶砂回填布置对埋地管道静动荷载响应的影响

Effect of rubber-sand mixture backfill placement on responses of buried pipeline under static and cyclic loading

林存刚 1SOK Zuyeng 2刘志军 3杨宏伟1

作者信息

  • 1. 中山大学土木工程学院,隧道工程灾变防控与智能建养全国重点实验室,广东 广州 510275||南方海洋科学与工程广东省实验室(珠海),广东 珠海 519082||广东省海洋土木工程重点实验室,广东省地下空间开发工程技术研究中心,广东 广州 510275
  • 2. 中山大学土木工程学院,隧道工程灾变防控与智能建养全国重点实验室,广东 广州 510275
  • 3. 中交四航工程研究院有限公司,中交集团交通基础工程环保与安全重点实验室,广东 广州 510230
  • 折叠

摘要

Abstract

With the rapid expansion of buried pipeline networks,pipeline damage incidents have become increasingly common.Rubber-sand mixtures(RSM),as lightweight and sustainable backfill materials,have been proposed as an effective solution for pipeline protection.However,the influence of RSM placement and load amplitude on the longitudinal response of buried pipelines has not been systematically investigated.To address this gap,this study evaluates the protective effectiveness of RSM for buried pipelines,with particular focus on backfill placement and load level.Three model tests are conducted via a continuous loading scheme consisting of static stages ST1-ST3(60,120,and 180 kPa),followed by cyclic stages DT1-DT3 at the same load levels.The results show that pipe deformation(D),cyclic pipe deformation amplitude(ΔD),soil pressure(P),cyclic soil pressure amplitude(ΔP),and surface settlement(SS)all increase with loading amplitude.Compared with sand under loading at the pipe center,the top-layer RSM configuration reduces pipe deformation and surface settlement up to DT1,and reduces P throughout all loading stages,whereas the fully surrounding RSM configuration(R-A)shows highest response.In both sand and RSM backfills,D and P spread laterally away from the loading center,but this redistribution is more pronounced in RSM.For cyclic response amplitude,both ΔD and ΔP are higher in RSM than in sand.Overall,the findings indicate that RSM is most effective when used as a top-layer backfill above the pipeline.Within typical service loads,this layout supporting its application as a sustainable protective backfill for buried pipelines.

关键词

地下管道/橡胶砂/管道变形/土压力/地表沉降

Key words

buried pipeline/rubber-sand mixture/pipe deformation/soil pressure/surface settlement

分类

建筑与水利

引用本文复制引用

林存刚,SOK Zuyeng,刘志军,杨宏伟..橡胶砂回填布置对埋地管道静动荷载响应的影响[J].岩土工程学报,2026,48(z2):6-11,6.

基金项目

国家自然科学基金项目(42477202) (42477202)

广东省基础与应用基础研究基金(2024A1515011200) (2024A1515011200)

广东省"珠江人才计划"引进创新创业团队项目(2021ZT09G087) (2021ZT09G087)

广东省国际科技合作研发项目(2025A0505020042) (2025A0505020042)

岩土工程学报

1000-4548

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