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This document discusses methods for calculating the bearing capacity of stone columns used in geotechnical engineering to improve weak soils. It presents a new simple analytical method using an imaginary retaining wall and Coulomb lateral earth pressure theory. This method requires only the shear strength parameters (cohesion, internal friction angle, density) of the stone column material and native soil. Most stone column failures occur due to bulging, where the column bulges outward against the surroundin
- Author
- facedone
- Language
- EN