Experimental and numerical study of the behaviour of piles subjected to lateral soil movement
Experimental and numerical studies were carried out on the behaviour of piles in soft clay when subjected to lateral forces induced by horizontal soil movements from nearby construction activities such as deep excavations, tunnelling and approach embankments. The main objective of this study was to...
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| Format: | Thesis |
| Language: | English |
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2008
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| Online Access: | http://hdl.handle.net/10356/13104 |
| _version_ | 1811691112651292672 |
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| author | Pan, Jieliang |
| author2 | Goh, Anthony Teck Chee |
| author_facet | Goh, Anthony Teck Chee Pan, Jieliang |
| author_sort | Pan, Jieliang |
| collection | NTU |
| description | Experimental and numerical studies were carried out on the behaviour of piles in soft clay when subjected to lateral forces induced by horizontal soil movements from nearby construction activities such as deep excavations, tunnelling and approach embankments. The main objective of this study was to gain a better understanding of the interaction between the moving soil and the pile around it and to investigate the limiting soil pressures (maximum soil pressures) acting on single piles and pile groups as well as the relevant parameters influencing the behaviour of piles subjected to lateral soil movements. |
| first_indexed | 2024-10-01T06:14:43Z |
| format | Thesis |
| id | ntu-10356/13104 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T06:14:43Z |
| publishDate | 2008 |
| record_format | dspace |
| spelling | ntu-10356/131042023-03-03T19:25:28Z Experimental and numerical study of the behaviour of piles subjected to lateral soil movement Pan, Jieliang Goh, Anthony Teck Chee School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical Experimental and numerical studies were carried out on the behaviour of piles in soft clay when subjected to lateral forces induced by horizontal soil movements from nearby construction activities such as deep excavations, tunnelling and approach embankments. The main objective of this study was to gain a better understanding of the interaction between the moving soil and the pile around it and to investigate the limiting soil pressures (maximum soil pressures) acting on single piles and pile groups as well as the relevant parameters influencing the behaviour of piles subjected to lateral soil movements. Doctor of Philosophy (CSE) 2008-08-26T04:48:44Z 2008-10-20T07:04:38Z 2008-08-26T04:48:44Z 2008-10-20T07:04:38Z 1998 1998 Thesis http://hdl.handle.net/10356/13104 en 282 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Geotechnical Pan, Jieliang Experimental and numerical study of the behaviour of piles subjected to lateral soil movement |
| title | Experimental and numerical study of the behaviour of piles subjected to lateral soil movement |
| title_full | Experimental and numerical study of the behaviour of piles subjected to lateral soil movement |
| title_fullStr | Experimental and numerical study of the behaviour of piles subjected to lateral soil movement |
| title_full_unstemmed | Experimental and numerical study of the behaviour of piles subjected to lateral soil movement |
| title_short | Experimental and numerical study of the behaviour of piles subjected to lateral soil movement |
| title_sort | experimental and numerical study of the behaviour of piles subjected to lateral soil movement |
| topic | DRNTU::Engineering::Civil engineering::Geotechnical |
| url | http://hdl.handle.net/10356/13104 |
| work_keys_str_mv | AT panjieliang experimentalandnumericalstudyofthebehaviourofpilessubjectedtolateralsoilmovement |