Pore pressure response in soil surrounding an excavation

• Main Author: Pu, Ming Xuan.
• Other Authors: Wong Kai Sin
• Format: Final Year Project
• Language: English
• Published: 2010
• Subjects: DRNTU::Engineering::Civil engineering::Geotechnical
• Online Access: http://hdl.handle.net/10356/39753
• Institution: Nanyang Technological University

Pore pressure is one of the major factors influencing stability of soil surrounding an excavation. The study of pore pressure response surrounding the excavation is crucial for geotechnical designs. PLAXIS is finite element analysis tool for geotechnical engineering that has established a good repu...