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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stability of Slope During Rainfall: A Finite Element Approach
https://orcid.org/https://orcid.org/0000-0003-4878-7693
https://orcid.org/https://orcid.org/0000-0002-1234-0307
The effects of different environmental factors, i.e., rainfall intensities, hydrological conditions and geological formation are inevitable while studying the stability of any slope. In this paper, these factors are taken into consideration, which consists of three different water levels, three different soil properties and five different rainfall intensities for analyzing a particular slope located in Meghalaya (i.e., one of the North Eastern states of India). A numerical analysis based on finite element method has been carried out on a slope formation found in Nongstoin, Meghalaya, India. The contribution of these parameters to the stability of the given slope is analyzed using finite element-based software (i.e., MIDAS GTX NX 2016). The variation of factor of safety with respect to time for different rainfall intensities are reported. Parametric studies based on different soil parameters are also being done. The results in terms of pore water pressure variation throughout the slope, lateral deformation of the slope have also been reported to have an insight into the response of the given slope due to various rainfall intensities and site characteristics.
Stability of Slope During Rainfall: A Finite Element Approach
https://orcid.org/https://orcid.org/0000-0003-4878-7693
https://orcid.org/https://orcid.org/0000-0002-1234-0307
The effects of different environmental factors, i.e., rainfall intensities, hydrological conditions and geological formation are inevitable while studying the stability of any slope. In this paper, these factors are taken into consideration, which consists of three different water levels, three different soil properties and five different rainfall intensities for analyzing a particular slope located in Meghalaya (i.e., one of the North Eastern states of India). A numerical analysis based on finite element method has been carried out on a slope formation found in Nongstoin, Meghalaya, India. The contribution of these parameters to the stability of the given slope is analyzed using finite element-based software (i.e., MIDAS GTX NX 2016). The variation of factor of safety with respect to time for different rainfall intensities are reported. Parametric studies based on different soil parameters are also being done. The results in terms of pore water pressure variation throughout the slope, lateral deformation of the slope have also been reported to have an insight into the response of the given slope due to various rainfall intensities and site characteristics.
Stability of Slope During Rainfall: A Finite Element Approach
https://orcid.org/https://orcid.org/0000-0003-4878-7693
https://orcid.org/https://orcid.org/0000-0002-1234-0307
The effects of different environmental factors, i.e., rainfall intensities, hydrological conditions and geological formation are inevitable while studying the stability of any slope. In this paper, these factors are taken into consideration, which consists of three different water levels, three different soil properties and five different rainfall intensities for analyzing a particular slope located in Meghalaya (i.e., one of the North Eastern states of India). A numerical analysis based on finite element method has been carried out on a slope formation found in Nongstoin, Meghalaya, India. The contribution of these parameters to the stability of the given slope is analyzed using finite element-based software (i.e., MIDAS GTX NX 2016). The variation of factor of safety with respect to time for different rainfall intensities are reported. Parametric studies based on different soil parameters are also being done. The results in terms of pore water pressure variation throughout the slope, lateral deformation of the slope have also been reported to have an insight into the response of the given slope due to various rainfall intensities and site characteristics.
Stability of Slope During Rainfall: A Finite Element Approach
Lecture Notes in Civil Engineering
Dey, Ashim Kanti (Herausgeber:in) / Mandal, Jagat Jyoti (Herausgeber:in) / Manna, Bappaditya (Herausgeber:in) / Sharailin Gidon, J. (Autor:in) / Sahoo, Smurtirekha (Autor:in)
Indian Young Geotechnical Engineers Conference ; 2019 ; Silchar, India
Proceedings of the 7th Indian Young Geotechnical Engineers Conference ; Kapitel: 27 ; 251-260
17.03.2022
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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