Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analytical Methods for Predicting Load Carrying Capacity of Granular Piles–A Review
Granular piles have been adopted as an effective technique for improving the engineering behaviour of soft clayey soils and loose silt deposits. The granular piles have been installed in various difficult sites to increase load carrying capacity, improve slope stability of embankments, reduce settlements and reduce lateral spreading. The granular pile derives load carrying capacity from the lateral confining pressure from the surrounding soft soils. The different modes of failures for a single granular pile installed in homogeneous soft soils are such as bulging; general shear failure, and sliding. Various researchers have performed laboratory model tests, analytical analyses, numerical modelling and field studies for the assessment of ordinary granular behaviour since early 1970s. This paper presents a review on analytical and design approaches published in various research papers that focus on load carrying capacity of ordinary granular piles. The review has been presented in chronological order. The objective of the present study is to assemble published analytical approaches in order to given an easy access to the information for researchers and designers.
Analytical Methods for Predicting Load Carrying Capacity of Granular Piles–A Review
Granular piles have been adopted as an effective technique for improving the engineering behaviour of soft clayey soils and loose silt deposits. The granular piles have been installed in various difficult sites to increase load carrying capacity, improve slope stability of embankments, reduce settlements and reduce lateral spreading. The granular pile derives load carrying capacity from the lateral confining pressure from the surrounding soft soils. The different modes of failures for a single granular pile installed in homogeneous soft soils are such as bulging; general shear failure, and sliding. Various researchers have performed laboratory model tests, analytical analyses, numerical modelling and field studies for the assessment of ordinary granular behaviour since early 1970s. This paper presents a review on analytical and design approaches published in various research papers that focus on load carrying capacity of ordinary granular piles. The review has been presented in chronological order. The objective of the present study is to assemble published analytical approaches in order to given an easy access to the information for researchers and designers.
Analytical Methods for Predicting Load Carrying Capacity of Granular Piles–A Review
Lecture Notes in Civil Engineering
Dey, Ashim Kanti (Herausgeber:in) / Mandal, Jagat Jyoti (Herausgeber:in) / Manna, Bappaditya (Herausgeber:in) / Hasan, Murtaza (Autor:in) / Samadhiya, N. K. (Autor:in)
Indian Young Geotechnical Engineers Conference ; 2019 ; Silchar, India
Proceedings of the 7th Indian Young Geotechnical Engineers Conference ; Kapitel: 45 ; 437-443
17.03.2022
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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