Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Studies on Consolidation Characteristics of Marine Clay Using Geodrain
Many countries have had to reclaim land due to rising population and severe land scarcity. India's largest cities stretch for 7516.6 km along the coast. The Gujarat region contains a significant amount of marine clay along the coastline. The coastal clay is a soil that is difficult to work with. Because of their high consolidation over time, these clays represent a difficulty in terms of bearing capacity and stability. Large settlements with a delay in the occurrence of excessive pore pressures are a characteristic of soft soil. Marine clays were collected from two separate places in Gujarat, Una and Bhavnagar, for this study. The goal of the project is to use a large-scale consolidometer with a geo drain to assist disperse excess pore water drainage and expedite settlement in marine clay. The central drain with inward radial flow is used to determine settlement in a large-scale model consolidometer with an aspect ratio of 1:0.564(H:D). The influence of considerable thickness of remolded soil sample on pore water pressure mobility may be better understood by employing a vertical drain and comparing it to a vertical flow of a typical oedometer. The degree of consolidation estimated using Barron's hypothesis shows little variance.
Studies on Consolidation Characteristics of Marine Clay Using Geodrain
Many countries have had to reclaim land due to rising population and severe land scarcity. India's largest cities stretch for 7516.6 km along the coast. The Gujarat region contains a significant amount of marine clay along the coastline. The coastal clay is a soil that is difficult to work with. Because of their high consolidation over time, these clays represent a difficulty in terms of bearing capacity and stability. Large settlements with a delay in the occurrence of excessive pore pressures are a characteristic of soft soil. Marine clays were collected from two separate places in Gujarat, Una and Bhavnagar, for this study. The goal of the project is to use a large-scale consolidometer with a geo drain to assist disperse excess pore water drainage and expedite settlement in marine clay. The central drain with inward radial flow is used to determine settlement in a large-scale model consolidometer with an aspect ratio of 1:0.564(H:D). The influence of considerable thickness of remolded soil sample on pore water pressure mobility may be better understood by employing a vertical drain and comparing it to a vertical flow of a typical oedometer. The degree of consolidation estimated using Barron's hypothesis shows little variance.
Studies on Consolidation Characteristics of Marine Clay Using Geodrain
Lecture Notes in Civil Engineering
Muthukkumaran, Kasinathan (Herausgeber:in) / Sathiyamoorthy, Rajesh (Herausgeber:in) / Moghal, Arif Ali Baig (Herausgeber:in) / Jeyapriya, S. P. (Herausgeber:in) / Mehta, Ashvini R. (Autor:in) / Dave, S. P. (Autor:in) / Singh, Shalini (Autor:in)
Indian Geotechnical Conference ; 2021 ; Trichy, India
08.12.2022
13 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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