File Download
Supplementary
-
Citations:
- Appears in Collections:
postgraduate thesis: Stone columns for treatment of soft ground
Title | Stone columns for treatment of soft ground |
---|---|
Authors | |
Issue Date | 2017 |
Publisher | The University of Hong Kong (Pokfulam, Hong Kong) |
Citation | Lau, S. [劉小聰]. (2017). Stone columns for treatment of soft ground. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. |
Abstract | Soft ground conditions is one of the significant causes of construction failure. Soft ground generally describes grounds composed of cohesive soil such as clay, highly organic soil, or loose sand deposits. Infrastructure founded on soft ground may experience different modes of failure. Nowadays engineers and scientists are working on the researches on different soil improvement techniques to remedy the ground conditions. Stone column is one of the soil improvement techniques well applied and developed in different countries.
In Hong Kong, stone column is yet to be a prevailing engineering technique for ground improvement. This technique can only be found in limited projects, for example, San Tin Drainage Project, and Hong Kong Boundary Crossing Facilities. Due to limited land supply in Hong Kong, reclamation or development on soft ground could be considered a way-out in the future. Rather than traditional piling method, stone column can provide an efficient, economic and environmental-friendly solution for the ground problems.
|
Degree | Master of Science |
Subject | Soil stabilization Soil consolidation |
Dept/Program | Applied Geosciences |
Persistent Identifier | http://hdl.handle.net/10722/252036 |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lau, Siu-chung | - |
dc.contributor.author | 劉小聰 | - |
dc.date.accessioned | 2018-04-09T14:36:53Z | - |
dc.date.available | 2018-04-09T14:36:53Z | - |
dc.date.issued | 2017 | - |
dc.identifier.citation | Lau, S. [劉小聰]. (2017). Stone columns for treatment of soft ground. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. | - |
dc.identifier.uri | http://hdl.handle.net/10722/252036 | - |
dc.description.abstract | Soft ground conditions is one of the significant causes of construction failure. Soft ground generally describes grounds composed of cohesive soil such as clay, highly organic soil, or loose sand deposits. Infrastructure founded on soft ground may experience different modes of failure. Nowadays engineers and scientists are working on the researches on different soil improvement techniques to remedy the ground conditions. Stone column is one of the soil improvement techniques well applied and developed in different countries. In Hong Kong, stone column is yet to be a prevailing engineering technique for ground improvement. This technique can only be found in limited projects, for example, San Tin Drainage Project, and Hong Kong Boundary Crossing Facilities. Due to limited land supply in Hong Kong, reclamation or development on soft ground could be considered a way-out in the future. Rather than traditional piling method, stone column can provide an efficient, economic and environmental-friendly solution for the ground problems. | - |
dc.language | eng | - |
dc.publisher | The University of Hong Kong (Pokfulam, Hong Kong) | - |
dc.relation.ispartof | HKU Theses Online (HKUTO) | - |
dc.rights | The author retains all proprietary rights, (such as patent rights) and the right to use in future works. | - |
dc.rights | This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. | - |
dc.subject.lcsh | Soil stabilization | - |
dc.subject.lcsh | Soil consolidation | - |
dc.title | Stone columns for treatment of soft ground | - |
dc.type | PG_Thesis | - |
dc.description.thesisname | Master of Science | - |
dc.description.thesislevel | Master | - |
dc.description.thesisdiscipline | Applied Geosciences | - |
dc.description.nature | published_or_final_version | - |
dc.identifier.doi | 10.5353/th_991043996469903414 | - |
dc.date.hkucongregation | 2017 | - |
dc.identifier.mmsid | 991043996469903414 | - |