1.
Genetic Programming Approach to Predicting the Maximum Surface Settlement by Shield Tunneling
基于遗传规划的盾构隧道开挖地表最大沉降预测
2.
Study on the Ground Surface Settlement of Large-span Metro Tunnel with Shallow-buried Tunneling Method;
浅埋暗挖大跨度地铁隧道地表沉降分析
3.
Research on Construction Technology of Controlling Ground Settlement in Single-Arch and Large-Span Subway Tunnel
单拱大跨地铁隧道控制地表沉降施工技术研究
4.
A Study on Construction Mechanics and Ground Surface Settlement Control of Large-Span Metro Station
大跨度地铁车站施工力学及地表沉降控制研究
5.
Numerical Simulation for Ground Settlement Induced by Foundation Pit Dewatering
基坑降水引起地表沉降过程数值模拟
6.
Study on Mechanical Behavior and Surface Subsidence Due to Construction of Mutate Large-Section Tunnel
突变大断面地铁隧道施工力学行为及地表沉降研究
7.
Study of Land Subsidence Induced by Construction of Urban Metro Tunnels for Mutil-Tunnel System;
城市地铁群洞隧道施工地表沉降研究
8.
Research on Ground Settlement Controls of Shallow and Large Section Loess Tunnel Through High Speed Highway;
浅埋大断面黄土隧道下穿高速公路的地表沉降控制研究
9.
Study on Ground Subsidence Due to Construction of Metro Tunnel with Un-Pumping Construction Method;
地铁隧道非降水法施工引起的地表沉降的研究
10.
Using InSAR Technique for Monitoring Urban Ground Subsidence;
利用InSAR技术监测城市地表沉降研究
11.
Application of GPS Technology in Surface Subsidence Observations
GPS技术在地表沉降观测中的应用
12.
Research on the forecast and evaluating method of floor surface sinking of shallow-buried loess tunnel
浅埋黄土隧道地表沉降预估方法研究
13.
Effects of the Ore Pillar Reservation in Backfilling Body on Surface Subsidence
充填体中矿柱留设对地表沉降的影响
14.
Three pass D-InSAR for urban lansubsidence measurement
D-InSAR三轨法监测城市地表沉降的研究
15.
¤ we will do our utmost to preserve the surface and underground clean water resources, and to utilize rainwater and recycled water.
最大限度地保存地表和地下水库的清洁水源，最大限度地利用降水和再生水源；
16.
Study on Excavation Induced Deformation and Ground Settlement of Deep Subway Foundation Pit in Tianjin;
天津地区地铁深基坑变形及地表沉降研究
17.
Research on Ground Surface Subsidence Laws of Compound Stratum during Underground Tunnel Construction by Shield Method
复合地层中盾构法建设地铁地表沉降规律研究
18.
Footing or anchorage for scaffolds shall be rigid, and capable of carrying the maximum intended load without settling or displacement.
脚手架的地脚或固定地必须稳固，能够在承载预期最大负载的情况下不发生沉降或位移。