Laws of long-term operation accumulation settlement of deep drainage pipelines in soft soil areas

ZHU Qixuan; ZHOU Weixiang; XU Kefeng; XU Zhen; ZHU Changgen; LÜ Xilin

doi:10.11779/CJGE2024S20029

Volume 46 Issue S2

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Chinese Journal of Geotechnical Engineering > 2024 > 46(S2): 231-235. > DOI: 10.11779/CJGE2024S20029

ZHU Qixuan, ZHOU Weixiang, XU Kefeng, XU Zhen, ZHU Changgen, LÜ Xilin. Laws of long-term operation accumulation settlement of deep drainage pipelines in soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 231-235. DOI: 10.11779/CJGE2024S20029

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Laws of long-term operation accumulation settlement of deep drainage pipelines in soft soil areas

ZHU Qixuan^{1, 2,},
ZHOU Weixiang³,
XU Kefeng⁴,
XU Zhen³,
ZHU Changgen⁴,
LÜ Xilin^{1, 2, ,}

1.
Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
2.
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
3.
Shanghai Municipal Engineering Design and Research Institute (Group) Co., Ltd., Shanghai 200092, China
4.
Shanghai Baoye Group Co., Ltd., Shanghai 200941, China

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Received Date: June 20, 2024

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Abstract

Abstract

The deep drainage pipelines experience significant settlement during operation due to the long-term cyclic loading from water filling and discharge, potentially leading to pipe leakage and damage, consequently affecting the normal operation of the deep tunnel drainage system and environmental safety. To address the settlement issue of pipelines in soft soils caused by the long-term cyclic loading from water filling and discharge, a quasi-static finite element method is employed to simulate the stress distribution in the foundation induced by full-flow loads on the pipeline. Based on the layered summation method and empirical formulas for plastic strain and pore pressure accumulation with loading cycles in soft soils, a method for calculating the long-term settlement of the soft soil foundation beneath the pipeline is proposed. This method is used to predict the long-term settlement of the deep pipelines in the Suzhou River section of Shanghai, and the evolution laws of settlement in the pipeline-foundation system under untreated conditions of the bottom foundation are analyzed. The results indicate that due to the low-frequency heavy loading characteristics of water filling and discharge cycles, the settlement induced by the cumulative plastic strain in the foundation soils accounts for the vast majority. In contrast, the consolidation settlement caused by pore pressure dissipation can be almost ignored. The research findings can provide references for the design and operation safety assurance of deep tunnel drainage systems in soft soil areas.
- deep stratum,
- drainage pipeline,
- long-term settlement,
- cyclic loading,
- empirical model

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