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Lateral Load Analysis of Vakkayil Bridge by sushil deshmukh is a document available to read on EtoBox.
This document summarizes a study comparing the lateral load capacity of piles as determined by the Indian Standards (IS) method versus a theoretical approach. Six bridge sites with piles in sand, soft clay, or stiff clay soils were analyzed. The IS method was found to be more conservative than analyses using the theoretical model based on Vesic
- Author
- sushil deshmukh
- Language
- EN