Investigatio of behavior of caisson-type pile foundation subjected cyclic lateral load in sand.
碩士 === 國立中央大學 === 土木工程研究所 === 90 === When free way is constructed in the mountain area, the foundation of bridge will be inevitably erected in the slope and one of most frequently used foundation is the caisson-type pile foundation. In addition to supporting the gravity load transmitted from the br...
Main Authors: | Yu-Wen Hui, 游文輝 |
---|---|
Other Authors: | none |
Format: | Others |
Language: | zh-TW |
Published: |
2002
|
Online Access: | http://ndltd.ncl.edu.tw/handle/04987621327209675914 |
Similar Items
-
Centrifuge Modelling Tests on Laterally Loaded Caisson Type Piles in Sandy Slopes
by: Chen Hung-Wen, et al.
Published: (1999) -
Behavior of Model Pile in Saturated Sand Subjected to Cyclic Lateral Load
by: Yung-Cheng Tzeng, et al.
Published: (2008) -
Cyclic analysis of laterally loaded pile foundations
by: Lee, Yoke Poh
Published: (1997) -
Cyclic Lateral Loading Tests on Model Pile in Sand
by: Kuan-Yu Chen, et al.
Published: (2016) -
Analysis of Lateral Load Tests of Bridge CaissonFoundations
by: Cheng-Chang Tsai, et al.
Published: (2018)