土工基础 ›› 2026, Vol. 40 ›› Issue (2): 372-377.

• 测试技术 • 上一篇    下一篇

花岗岩残积土地层中的地铁线路沉降变形监测分析

杨 培   

  1. (上海理工大学 交通运输工程系,上海 200093)
  • 收稿日期:2024-06-14 修回日期:2024-07-01 出版日期:2026-04-30 发布日期:2026-04-23
  • 作者简介:杨培(2001-),女,硕士,研究方向为道路与机场工程。

Monitoring and Analysis of Settlement Deformation of Subway in Granite Residual Soils

YANG Pei   

  • Received:2024-06-14 Revised:2024-07-01 Online:2026-04-30 Published:2026-04-23

摘要: 我国多个城市在修建地铁时采用了盾构法,应用于复合地层的施工建设。花岗岩残积土具有强度较低,透水性较大,压缩性中等偏低等特性,多个地区在花岗岩残积土地层盾构法施工过程中遇到了许多难题。为了分析引起地表沉降的原因和地表沉降的规律,利用Peck公式对深圳地铁一号线续建工程高新园站至深大站区间的沉降进行预测与分析,对现场变形监测数据进行分析,整体研究了线路左线和右线线路的沉降情况,进一步分析引起地表沉降的原因并进行分析总结。指出隧道的埋置深度、线路上方的建筑物、施工地区的土质均会对线路的沉降情况造成影响。

关键词: 盾构施工, 线路沉降变形, 花岗岩残积土 ,

Abstract: Shielded tunneling method is used in the construction of subways in many cities in China, which is applied to the construction of composite strata. The granite residual soil has the characteristics of low strength, high permeability and medium to low compressibility. In many areas, many problems have been encountered in the process of shield construction in granite residual soil stratum. To analyze the causes of surface subsidence and the pattern of surface subsidence, firstly, the Peck formula is used to predict and analyze the settlement between Gaoxinyuan Station and Shenda Station in the continuation project of Shenzhen Metro Line No. 1. Secondly, the on-site deformation monitoring data are analyzed, and the settlement of the left and right lines of the line is analyzed as a whole. Then, the causes of surface settlement are further analyzed and summarized. The analysis concluded that the depth of the tunnel, the buildings above the line, and the soil quality in the construction area all influence the settlement conditions of the line.

Key words: Shielded Tunneling, Alignment Settlement Deformation, Granite Residual Soil

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