雪拉兹地铁站NATM道挖掘和地表负荷引起的地面结算
Arif Khan1, Yong Fang2, Sulaiman Khan3
1State Key Laboratory of Intelligent Geotechnics and Tunnelling, Southwest Jiaotong University, Chengdu, 610031, Sichuan, China. engrarif.khan09@my.swjtu.edu.cn.
Scientific reports
|September 25, 2025
概括
城市道造成地面沉积,影响附近的结构. 这项研究发现,邻近建筑物的横向负荷实际上可以减少浅地铁站建设期间的定居点.
科学领域:
- 地质技术工程 地质技术工程
- 城市规划 城市规划
- 土木工程 土木工程是指土木工程.
背景情况:
- 通过新奥地利道方法 (NATM) 建造浅地地铁站可以引发重大地面运动.
- 表面结构容易受到这些地面运动造成的损伤,需要仔细分析.
研究的目的:
- 为了调查表面负荷 (交通和建筑物) 在基于NATM的道挖掘过程中对地面结算的影响.
- 分析横向建筑负荷对浅地铁站以上地表定居点的缓解效应.
主要方法:
- 使用FLAC3D v9软件进行有限体积方法模拟.
- 在伊朗的雪拉兹,一个真实的地铁站的建模.
- 应用可变的表面负荷,包括交通和建筑物重量,以评估定居点变化.
主要成果:
- 在没有表面负荷的情况下,最大的地面沉积量为62.3毫米.
- 表面沉积量随着施加的负载线性增加;一个三层楼的建筑物增加了沉积量到73.3毫米,一个九层楼的建筑物增加到93.4毫米.
- 邻近建筑物的侧面负荷使最大沉积量减少了5-10毫米 (6.5-14.8%).
结论:
- 表面负荷,特别是来自建筑物的负荷,在城市道工程中显著增加了地面沉积量.
- 侧面结构的侧面负荷可以减轻垂直应力,减少整体表面沉积.
- 具有中等横向负载的结构的战略位置可能有利于在城市道工程中管理结算.
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