软土地区紧邻既有车站深基坑施工安全技术
作者简介:
张榜武,工程师,E-mail: 374724494@qq.com
作者单位:
上海城建市政工程(集团)有限公司,上海 200065
基金项目:
*上海紧邻并行地铁车站深基坑施工安全控制技术课题
摘要:
深基坑开挖造成的坑外地层损失会对邻近建(构)筑物安全造成严重威胁。然而,目前仍缺少关于软土地区紧邻既有地铁车站深基坑施工安全技术研究。基于上海某紧邻既有车站深基坑工程,分析了项目实施期间面临的主要挑战,包括高压线下方施作地下连续墙、既有车站保护及坑底突涌风险管控。此外,提出了低净空超深地下连续墙施工技术、紧邻既有车站基坑变形控制技术和复杂承压含水层抽水影响控制技术,有效确保了项目施工安全。

English:
The deep foundation excavation-induced ground volume losses outside the excavation will severely threaten the safety of adjacent buildings and facilities. However, very few studies have been known about safety-control technologies of deep foundation excavation close to existing stations in soft soil area. Based on a foundation excavation project close to one existing subway station in Shanghai, the major challenges faced throughout implementation of deep foundation excavation were analyzed, including implementation of underground diaphragm walls below high voltage lines, protection of the existing subway station, and risk control of hydraulic failures. Moreover, construction technology of ultra-deep diaphragm walls under low-net-clearance conditions, deformation-control technology of deep foundation excavation close to existing stations, and dewatering impact-control technology of complex confined aquifers were proposed, which effectively ensured the safety of project construction.