@article{VO_NGUYEN_DO_2021, title={Prediction of Ground Subsidence During Underground Construction of Metro Line 2, Section 1, Ben Thanh - Tham Luong}, volume={1}, url={https://inzynieriamineralna.com.pl/index.php/testowe/article/view/273}, DOI={10.29227/IM-2021-02-52}, abstractNote={<p>Urban metro line No. 2 from An Suong station to Thu Thiem is one of the six metro lines that<br>is planned to be built in Ho Chi Minh City (HCMC). The metro line goes through the area in which the<br>stratigraphy consists of many units, distributed from 20-80 m. The hydrogeology mainly has 2 aquifers,<br>namely Holocene, and Pleistocene which affecting the deep excavation. During construction, there will<br>be some problems that will affect the work on the surface such as settlement, cracking, and damage. By<br>finite element method on Plaxis software, the article forecasts the surface settlement during this metro<br>line No.2. The results show that the ground settlement is relatively large in areas with soft ground<br>structures. The settlement results depend on the geological structure characteristics, hydrogeological<br>characteristics, and the shape and size of the tunnels.</p&gt;}, number={2}, journal={Inżynieria Mineralna}, author={VO , Nhat Luan and NGUYEN , Thi Nu and DO , Minh Toan}, year={2021}, month={grudz.} }