Numerical Study of Pile Foundation on Sloping Ground under Seismic Loading
碩士 === 國立臺灣大學 === 土木工程學研究所 === 103 === Pile foundation is a very common way to support the structures built on slopes. When earthquakes strike, they may drive the slopes to move and slide, which would exert additional loading to the piles. In addition, the cyclic loading may weaken the soil surround...
Main Authors: | Chia-Hui Lin, 林佳暉 |
---|---|
Other Authors: | Annie On-Lei Kwok |
Format: | Others |
Language: | en_US |
Published: |
2015
|
Online Access: | http://ndltd.ncl.edu.tw/handle/42528314598943763835 |
Similar Items
-
Effect of Loading Direction and Slope on Laterally Loaded Pile in Sloping Ground
by: Chong Jiang, et al.
Published: (2018-01-01) -
Design ductility limit of pile foundations under seismic load
by: Wei-Hung Hsu, et al.
Published: (2011) -
Effects of earthquake-induced liquefaction on pile foundations in sloping ground
by: Haigh, Stuart Kenneth
Published: (2002) -
Reliability Based Design Methods Of Pile Foundations Under Static And Seismic Loads
by: Haldar, Sumanta
Published: (2010) -
Study on Seismic Performance of Pile Foundations under Earthquakes
by: Yin-Lun Wang, et al.
Published: (2013)