A Theoretical Solution for Consolidation Rates of Stone Column‐Reinforced Foundations Accounting for Smear and Well Resistance Effects
Author:
Affiliation:
1. Department of Civil Engineering, Widener University, One University Place, PA 19013
2. Department of Geotechnical Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, P.R. China
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282002%292%3A2%28135%29
Reference14 articles.
1. Performance of a test embankment founded on stone columns, Proceedings of the International Conference on Advances in Pilings and Ground Treatment for Foundations;Munfakah G.A.;London,1983
2. Settlement analysis of buildings on the soft clays stabilized by stone columns, Proceedings of the International Conference on Soil Improvement and Pile Foundations, Nanjing;Han J.;China,1992
3. Analysis of rigid rafts supported by granular piles
4. Soil improvement-state of the art report, Proceedings of the 10th ICSMFE;Mitchell J.K.;Stockholm,1981
5. Simplified Method for Consolidation Rate of Stone Column Reinforced Foundations
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