Abstract

In this study, the finite element method (FEM) is employed in the forecasting the displacement of diaphragm wall. A popular and effective constructed method, termed semi-top-down (STD), is adopted to reduce the displacement of the diaphragm wall as well as ground settlement. The response of soil and diaphragm walls is thoroughly investigated via the Hardening Soil (HS) model. An actual project is employed to evaluate this simulation. The obtained results draw a preliminary picture of the estimating displacement of a diaphragm wall and the proper way to forecast soil parameters excavation problems of a high-rise building on base thick, soft soil as the in Ho Chi Minh City, Vietnam.

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.