Variation of Elastic Modulus in Composite Ground Improved by Sand Compaction Pile with Low Area Replacement Ratios

@inproceedings{Kim2005VariationOE,
  title={Variation of Elastic Modulus in Composite Ground Improved by Sand Compaction Pile with Low Area Replacement Ratios},
  author={Soo-Sam Kim and Hyun Young Shin and Sang-jae Han and Seung-yong Jung},
  year={2005}
}
Poisson's ratio(n), Young's modulus, Shear modulus(G), Bulk modulus(K) and Constrained modulus(Mc) are typical elastic parameters in soil mechanics and have correlation with each other based on the traditional theory of elasticity. These parameters are used to model and analyze geotechnical materials as variables, especially in the case of linear or nonlinear elastic model and elastoplastic model. As composite ground improved by sand compaction pile, however, consist of sand and clay, behavior… CONTINUE READING