Compression Behaviors of Saturated Granular Soils Subjected to Repeating Loads in Ko Conditions
碩士 === 國立成功大學 === 土木工程學系碩博士班 === 101 === Hydrogeological surveys reveal that the soil stratum in Yunlin area are mainly consisted with sandy soils (sand and silty sand) within 100 m. Variations of ground water table could repeatedly change the effectives stress and cause ground subsidence. To evalua...
Main Authors: | Hen-RueiTsai, 蔡函叡 |
---|---|
Other Authors: | Wen-Jong Chang |
Format: | Others |
Language: | zh-TW |
Published: |
2013
|
Online Access: | http://ndltd.ncl.edu.tw/handle/20917090233855555939 |
Similar Items
-
Study on compressibility of saturated, granular soils subjected to periodic variations of hydrostatic pressure with triaxial Ko controlled consolidation system
by: Shih-HsunChou, et al.
Published: (2014) -
Effects of Repeated Loading on Permanent Strains for Granular Soil
by: Liu, Xuan-Hao, et al.
Published: (2013) -
Decoupling Indicators to Assess the Development Status of Solar Yacht
by: Geng-RueiTsai, et al.
Published: (2012) -
Influence of The Ko Conditions on The --- ---Consolidation Behaviors of Soils
by: Tsia,Ming Che, et al.
Published: (1994) -
Study of Re-liquefaction Behavior of Saturated Granular Soils
by: Kuan-Jan Li, et al.
Published: (2007)