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A platform for research: civil engineering, architecture and urbanism
Determination of Lateral Load Carrying Capacity of Pile Group Located Near Contaminated Sand Slope Using Plaxis 3D
With the rapid growth of industrialization and urbanization, the occurrences of war and natural disaster soil get contaminated due to spilling of oil. Contaminated soil with oil is unfit for civil engineering structures as the shear strength of the soil is reduced to a high extent which further impacts heavily loaded structures. The investigation on sand slope consists of numerical studies on two groups of piles (i.e., 2 and 4) with a different slenderness ratio of 16.67 and 21 at various spacing of 3.5 DP, 4.5 DP and 5.5 DP. Oil content varies as 0 (i.e., clean sand), 2, 4 and 6% to understand the impact of oil content on lateral load carrying capacity of the pile group in contaminated sand. The influence of oil content on lateral load carrying capacity of group of pile decreases as the slenderness ratio of piles rises and slenderness ratio have greater influence on the loading capacity of group of the pile as compared to spacing in reducing the effect of oil content. Further, sand slope affects the lateral loading capacity of the pile to a great extent and it can be replaced by a pile group in most adverse conditions.
Determination of Lateral Load Carrying Capacity of Pile Group Located Near Contaminated Sand Slope Using Plaxis 3D
With the rapid growth of industrialization and urbanization, the occurrences of war and natural disaster soil get contaminated due to spilling of oil. Contaminated soil with oil is unfit for civil engineering structures as the shear strength of the soil is reduced to a high extent which further impacts heavily loaded structures. The investigation on sand slope consists of numerical studies on two groups of piles (i.e., 2 and 4) with a different slenderness ratio of 16.67 and 21 at various spacing of 3.5 DP, 4.5 DP and 5.5 DP. Oil content varies as 0 (i.e., clean sand), 2, 4 and 6% to understand the impact of oil content on lateral load carrying capacity of the pile group in contaminated sand. The influence of oil content on lateral load carrying capacity of group of pile decreases as the slenderness ratio of piles rises and slenderness ratio have greater influence on the loading capacity of group of the pile as compared to spacing in reducing the effect of oil content. Further, sand slope affects the lateral loading capacity of the pile to a great extent and it can be replaced by a pile group in most adverse conditions.
Determination of Lateral Load Carrying Capacity of Pile Group Located Near Contaminated Sand Slope Using Plaxis 3D
Lecture Notes in Civil Engineering
Choudhary, Awdhesh Kumar (editor) / Mondal, Somenath (editor) / Metya, Subhadeep (editor) / Babu, G. L. Sivakumar (editor) / Singh, Chaitanya Kumar (author) / Biswas, S. (author) / Sinha, A. K. (author)
2021-07-13
10 pages
Article/Chapter (Book)
Electronic Resource
English
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