Influence of Backfill Fines Content on the Performance of Geosynthetic-Reinforced Soil Walls under Rainfall Infiltration
碩士 === 國立臺灣大學 === 土木工程學研究所 === 107 === Rainfall infiltration continually causes serious threats on the stability of natural slopes and earth retaining structures and has been identified as one of the main causes for failures of geosynthetic-reinforced soil (GRS) walls. The fact that failure cases co...
Main Authors: | Mark Daniel Tagimacruz Gonzaga, 宮馬德 |
---|---|
Other Authors: | Kuo-Hsin Yang |
Format: | Others |
Language: | en_US |
Published: |
2019
|
Online Access: | http://ndltd.ncl.edu.tw/handle/2ky4kt |
Similar Items
-
Evaluation of Improved Methods for Geosynthetic-Reinforced Soil Walls with Marginal Backfills subjected to Rainfall
by: Hsin-Chen Lu, et al.
Published: (2019) -
Failure Case Study of a Multi-Tier Geosynthetic-Reinforced Soil Slope with Marginal Backfill Subject to Rainfall Infiltration
by: Che-Jui - Kuo, et al.
Published: (2016) -
Deformation analysis of an unsaturated geosynthetic reinforced soil wall subjected to infiltration
by: Portelinha Fernando H. M., et al.
Published: (2021-01-01) -
Model tests on wrap-faced geosynthetic reinforced soil wall with sandy soil backfills and its deformation patterns
by: Zong-Han Li, et al.
Published: (2012) -
The Effect of Mechanical Properties of Cohesive Backfill on Deformation of Geosynthetic Reinforced Earth Wall
by: Ren-jie Wu, et al.
Published: (2007)