非平衡堆载作用下基坑降水开挖地表沉降的空间效应
CSTR:
作者:
作者单位:

1.南昌轨道交通集团有限公司,南昌 330038;2.浙江大学 滨海和城市岩土工程研究中心,杭州 310058;3.华东交通大学 轨道交通基础设施性能监测与保障国家重点实验室,南昌 330013;4.浙大城市学院 工程学院,杭州 310015

作者简介:

梁新欢(1981- ),男,高级工程师,主要从事基坑工程研究,E-mail:1979118134@qq.com。
LIANG Xinhuan (1981- ), senior engineer, main research interest: foundation pit engineering, E-mail: 1979118134@qq.com.

通讯作者:

徐长节(通信作者),男,教授,博士生导师,E-mail:2557587237@qq.com。

中图分类号:

TU46

基金项目:

国家自然科学基金(52238009);江西省重点研发计划(20223BBG71018);南昌轨道交通集团科研项目(2020HGKYB008)


Spatial effect of surface settlement during excavation and dewatering under non-equilibrium loading
Author:
Affiliation:

1.Nanchang Rail Transit Group Co., Ltd., Nanchang 330038, P. R. China;2.Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, P. R. China;3.State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, P. R. China;4.School of Engineering, Hangzhou City University, Hangzhou 310015, P. R. China

Fund Project:

National Natural Science Foundation of China (No. 52238009); Key Research and Development Program of Jiangxi Province (No. 20223BBG71018); Nanchang Rail Transit Group Research Project (No. 2020HGKYB008)

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    为研究非平衡堆载作用下地铁基坑降水开挖过程中不同特征剖面处地表沉降的空间效应特性,以南昌市某地铁车站基坑工程为背景,利用PLAXIS 3D建立三维数值模型进行模拟,模拟值与实测值吻合良好,验证了数值模拟的准确性。通过改变非平衡堆载大小和降水开挖工况,研究狭长基坑在分步降水开挖与一次性降水开挖情况下不同堆载作用对坑外地表沉降的影响规律,并进一步探讨坑外不同特征剖面地表沉降的空间效应特性。结果表明:受非平衡堆载影响,近堆载侧地表沉降大于远堆载侧;相较于一次性降水开挖工况,分步降水开挖工况下坑外各特征剖面处地表沉降值均更小;两种降水开挖工况下,非平衡堆载均弱化了近堆载侧地表沉降的空间效应,而对远堆载侧地表沉降空间效应的影响则相反,这与非平衡堆载和分段分层开挖的共同作用有关。

    Abstract:

    In order to study the spatial effect characteristics of surface settlement at different characteristic profiles during dewatering excavation of subway pits under non-equilibrium loading, a subway station pit project in Nanchang is taken as the background, and a three-dimensional numerical model is established with PLAXIS 3D for simulation. The simulated values demonstrate a strong correlation with the measured values, which verifies the efficacy of numerical simulation. By altering the magnitude of the non-equilibrium loading and dewatering excavation conditions, the impact of different loadings on the settlement outside the pit under step-by-step and one-time dewatering excavation conditions was studied. Additionally, the spatial effect characteristics of settlement at various characteristic profiles were analyzed. The spatial effects of surface settlement outside the pit under different non-equilibrium loading and dewatering schemes were discussed. The findings indicate that due to the influence of non-equilibrium loading, the settlement on the side close to the loading is greater than that on the side far from the loading. In comparison with the one-time dewatering excavation condition, the settlement values at each characteristic profile outside the pit are reduced under the step-by-step dewatering excavation condition. Under both dewatering excavation conditions, the non-equilibrium loading weakens the spatial effect of settlement on the side near the loading. Conversely, the effect on the spatial effect of the settlement on the side far from the loading is the opposite, which is related to the combined effect of non-equilibrium loading and segmented excavation.

    参考文献
    相似文献
    引证文献
引用本文

梁新欢,迟民良,何小辉,王安华,徐长节,杨开放.非平衡堆载作用下基坑降水开挖地表沉降的空间效应[J].土木与环境工程学报(中英文),2026,48(2):121-129. LIANG Xinhuan, CHI Minliang, HE Xiaohui, WANG Anhua, XU Changjie, YANG Kaifang. Spatial effect of surface settlement during excavation and dewatering under non-equilibrium loading[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2026,48(2):121-129.10.11835/j. issn.2096-6717.2024.090

复制
分享
相关视频

文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2024-07-03
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2026-03-31
  • 出版日期:
文章二维码