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Seismic Stability of Slopes Reinforced with Micropiles—A Numerical Study
https://orcid.org/http://orcid.org/0000-0002-9990-0468
In this paper, an attempt is made to capture the seismic stability of a finite slope reinforced with micropiles using the original pseudo-dynamic (OPD) approach. The stability of the slope is evaluated using the limit equilibrium method considering c-ϕ soil. The study is performed by assuming a circular slip surface passing through the toe of the slope. The effect of various parameters such as horizontal (kh) and vertical (kv) seismic acceleration coefficients, slope angle (i), angle of internal friction of the soil (ϕ), amplification factor (fa) and angle of inclination of micropiles (θb) on the stability of the slope is explored in terms of the factor of safety (FOS). Under the seismic condition, the stability of a slope along with micropiles is found to be affected less compared to that of a slope without micropiles.
Seismic Stability of Slopes Reinforced with Micropiles—A Numerical Study
https://orcid.org/http://orcid.org/0000-0002-9990-0468
In this paper, an attempt is made to capture the seismic stability of a finite slope reinforced with micropiles using the original pseudo-dynamic (OPD) approach. The stability of the slope is evaluated using the limit equilibrium method considering c-ϕ soil. The study is performed by assuming a circular slip surface passing through the toe of the slope. The effect of various parameters such as horizontal (kh) and vertical (kv) seismic acceleration coefficients, slope angle (i), angle of internal friction of the soil (ϕ), amplification factor (fa) and angle of inclination of micropiles (θb) on the stability of the slope is explored in terms of the factor of safety (FOS). Under the seismic condition, the stability of a slope along with micropiles is found to be affected less compared to that of a slope without micropiles.
Seismic Stability of Slopes Reinforced with Micropiles—A Numerical Study
https://orcid.org/http://orcid.org/0000-0002-9990-0468
In this paper, an attempt is made to capture the seismic stability of a finite slope reinforced with micropiles using the original pseudo-dynamic (OPD) approach. The stability of the slope is evaluated using the limit equilibrium method considering c-ϕ soil. The study is performed by assuming a circular slip surface passing through the toe of the slope. The effect of various parameters such as horizontal (kh) and vertical (kv) seismic acceleration coefficients, slope angle (i), angle of internal friction of the soil (ϕ), amplification factor (fa) and angle of inclination of micropiles (θb) on the stability of the slope is explored in terms of the factor of safety (FOS). Under the seismic condition, the stability of a slope along with micropiles is found to be affected less compared to that of a slope without micropiles.
Seismic Stability of Slopes Reinforced with Micropiles—A Numerical Study
Springer Transactions in Civil and Environmental Engineering
Sitharam, T.G. (Herausgeber:in) / Jakka, Ravi (Herausgeber:in) / Kolathayar, Sreevalsa (Herausgeber:in) / Ghosh, Priyanka (Autor:in) / Pandey, Surya Kumar (Autor:in) / Rajesh, S. (Autor:in)
Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics ; Kapitel: 18 ; 411-422
02.07.2021
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Performance Analysis of Slopes Reinforced Using Micropiles
| British Library Online Contents | 2018