Numerical analysis of consolidation induced by swelling of quicklime piles
碩士 === 國立中央大學 === 土木工程學系 === 85 === The method of quicklime pile can improve the strength of the soil groundeffectively. Most of the existing studies of the consolidation mechanism inducedby the quicklime pile empoly the experimental ap...
Main Authors: | Lee, Shiuh-chia, 李旭加 |
---|---|
Other Authors: | H.W. Chang |
Format: | Others |
Language: | zh-TW |
Published: |
1997
|
Online Access: | http://ndltd.ncl.edu.tw/handle/35031440020507727764 |
Similar Items
-
The finit element analysis in the swelling and consolidation of the quicklime pile
by: Xu, Feng-Jian, et al.
Published: (1996) -
The finit element analysis in the swelling and consolidation of the quicklime pile
by: Hsu, Fong-Jiang, et al.
Published: (1996) -
Consolidation Properties of Composite Soil Treated by Quicklime Piles
by: Chu, Jen-Hung, et al.
Published: (1997) -
Expansion Behaviours and Mechanical Properties of Quicklime Pile
by: Lee, Ying-Tzung, et al.
Published: (1996) -
Engineering Properties of Composite Ground of Quicklime pile
by: Hung, Ming-Jui, et al.
Published: (1997)