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This document describes the construction of a 12m by 20m excavation pit excavated to a depth of 6.5m below the surface in soft clay and sand layers. Sheet piles, walings, struts, and ground anchors are used to prevent collapse of the pit. After full excavation, an additional surface load is added to one side of the pit. The proposed geometry for the analysis is an 80m by 50m area with the excavation pit located in the center. The soil profile consists of four horizontal layers - fill, sand, soft clay, and s

Author

M Shourav hasan

Language

EN