GE11 : analysis of strut forces for braced excavation in stiff clay
Finite element analyses using Plaxis 2D were carried out to evaluate the effects of various design parameters on strut forces for braced excavation in stiff clay deposits. The design parameters to be analysed includes wall stiffness, depth to hard stratum, depth of embedment, stiffness of wall and t...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Final Year Project (FYP) |
| Language: | English |
| Published: |
2014
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10356/60767 |
| _version_ | 1811693610863689728 |
|---|---|
| author | Ng, Peng Han |
| author2 | Goh Teck Chee, Anthony |
| author_facet | Goh Teck Chee, Anthony Ng, Peng Han |
| author_sort | Ng, Peng Han |
| collection | NTU |
| description | Finite element analyses using Plaxis 2D were carried out to evaluate the effects of various design parameters on strut forces for braced excavation in stiff clay deposits. The design parameters to be analysed includes wall stiffness, depth to hard stratum, depth of embedment, stiffness of wall and the shear strength of soil. The results of the strut loads obtained from the FEM analysis will be compared with Peck‟s Apparent Pressure Diagram (APD). |
| first_indexed | 2024-10-01T06:54:25Z |
| format | Final Year Project (FYP) |
| id | ntu-10356/60767 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T06:54:25Z |
| publishDate | 2014 |
| record_format | dspace |
| spelling | ntu-10356/607672023-03-03T16:52:18Z GE11 : analysis of strut forces for braced excavation in stiff clay Ng, Peng Han Goh Teck Chee, Anthony School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering Finite element analyses using Plaxis 2D were carried out to evaluate the effects of various design parameters on strut forces for braced excavation in stiff clay deposits. The design parameters to be analysed includes wall stiffness, depth to hard stratum, depth of embedment, stiffness of wall and the shear strength of soil. The results of the strut loads obtained from the FEM analysis will be compared with Peck‟s Apparent Pressure Diagram (APD). Bachelor of Engineering (Civil) 2014-05-30T04:07:58Z 2014-05-30T04:07:58Z 2014 2014 Final Year Project (FYP) http://hdl.handle.net/10356/60767 en Nanyang Technological University 62 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering Ng, Peng Han GE11 : analysis of strut forces for braced excavation in stiff clay |
| title | GE11 : analysis of strut forces for braced excavation in stiff clay |
| title_full | GE11 : analysis of strut forces for braced excavation in stiff clay |
| title_fullStr | GE11 : analysis of strut forces for braced excavation in stiff clay |
| title_full_unstemmed | GE11 : analysis of strut forces for braced excavation in stiff clay |
| title_short | GE11 : analysis of strut forces for braced excavation in stiff clay |
| title_sort | ge11 analysis of strut forces for braced excavation in stiff clay |
| topic | DRNTU::Engineering::Civil engineering |
| url | http://hdl.handle.net/10356/60767 |
| work_keys_str_mv | AT ngpenghan ge11analysisofstrutforcesforbracedexcavationinstiffclay |