Numerical analysis on benefit of jet cement grouting in ground movement control in tunnelling in metro line in Ho Chi Minh City | |
| Author | Nguyen Van Thanh |
| Call Number | AIT RSPR no.PME-GEM-12-02 |
| Subject(s) | Tunneling--Mathematical models--Vietnam--Ho Chi Minh City Numerical analysis |
| Note | A research submitted in partial fulfillment of the requirements for the Degree of Master of Engineering (Professional) in Geotechnical and Earth Resources Engineering with Specialization in Geotechnical Engineering and Management |
| Publisher | Asian Institute of Technology |
| Series Statement | |
| Abstract | Potential risk of tunnelling in the Ho Chi Minh City Urban Railway Line 1, passing near to the Opera House was investigated by means of FEM analysis. Ground settlement allowed in this building must not exceed 10mm. Beside the predicted ground settlement effectiveness of soil movement to reduce the ground movement when tunnelling was also investigated ground settlement by empirical methods and numerical analysis with PLAXIS 2D. Jet Cement Grouting is a soil improvement technique which was applied for this project to reduce ground settlement. This study investigated the benefit which were brought by Jet cement |
| Year | 2013 |
| Corresponding Series Added Entry | |
| Type | Research Study Project Report (RSPR) |
| School | School of Engineering and Technology (SET) |
| Department | Department of Civil and Infrastucture Engineering (DCIE) |
| Academic Program/FoS | Geotechnical Engineering and Management (Master Engineering (Professional)) (PME - GEM) |
| Chairperson(s) | Noppadol Phien-wej |
| Examination Committee(s) | Pham Huy Giao;Le Quang Hanh |
| Scholarship Donor(s) | FECON, Foundation Engineering and Underground construction JSC, Vietnam |
| Degree | Research Studies Project Report (M. Eng.) - Asian Institute of Technology, 2012 |