研究生: |
Joram Mburu Joram Mburu |
---|---|
論文名稱: |
A Parametric study on unsaturated soil slope stability using Apparent Cohesion Method A Parametric study on unsaturated soil slope stability using Apparent Cohesion Method |
指導教授: |
李安叡
An-Jui Li |
口試委員: |
林宏達
鄧福宸 Ke Shao Huang |
學位類別: |
碩士 Master |
系所名稱: |
工程學院 - 營建工程系 Department of Civil and Construction Engineering |
論文出版年: | 2019 |
畢業學年度: | 107 |
語文別: | 英文 |
論文頁數: | 159 |
中文關鍵詞: | Unsaturated soil 、Slope stability 、Apparent cohesion 、Matric suction 、Unsaturated Effect |
外文關鍵詞: | Unsaturated soil, Slope stability, Apparent cohesion, Matric suction, Unsaturated effect |
相關次數: | 點閱:230 下載:0 |
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ABSTRACT
In recent years, there has been increased land development and construction in unsaturated soil slopes in Northern Taiwan due to economic growth and urbanization (Lin et al., 2016). Consequently, slope stability problems have received increased attention. Since most soils occur in unsaturated state in nature, it is prudent to incorporate the contribution of apparent cohesion in slope stability analysis which is attributable to the presence of matric suction in the unsaturated layer of the soil. Consequently, a parametric study is conducted on c-Ф’ soils taking into consideration the apparent cohesion in the unsaturated layer by dividing the substrata into different layers and conferring to each layer a particular cohesion value. A parallel set of analyses is carried out by directly inputting unsaturated soil parameters, ψ_aev, Ф^b in the RS2 program. The two approaches use the strength reduction technique. According to the findings of this study, the first approach named ‘apparent cohesion method’ yields consistent, reliable and conservative results in comparison with the second approach, ‘the unsaturated effect method.’ Thus, it is a viable alternative slope stability analysis method.
ABSTRACT
In recent years, there has been increased land development and construction in unsaturated soil slopes in Northern Taiwan due to economic growth and urbanization (Lin et al., 2016). Consequently, slope stability problems have received increased attention. Since most soils occur in unsaturated state in nature, it is prudent to incorporate the contribution of apparent cohesion in slope stability analysis which is attributable to the presence of matric suction in the unsaturated layer of the soil. Consequently, a parametric study is conducted on c-Ф’ soils taking into consideration the apparent cohesion in the unsaturated layer by dividing the substrata into different layers and conferring to each layer a particular cohesion value. A parallel set of analyses is carried out by directly inputting unsaturated soil parameters, ψ_aev, Ф^b in the RS2 program. The two approaches use the strength reduction technique. According to the findings of this study, the first approach named ‘apparent cohesion method’ yields consistent, reliable and conservative results in comparison with the second approach, ‘the unsaturated effect method.’ Thus, it is a viable alternative slope stability analysis method.
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