A New Approach to Analyse the Consolidation of Soft Soils Improved by Vertical Drains and Submitted to Progressive Loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-0060-z.pdf
Reference36 articles.
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2. Barron RA (1948) Consolidation of fine grained soils by drain wells. Transactions of the American Society of Civil Engineers 113(1):718–742
3. Basu D, Prezzi M, Madhav MR (2009) Effect of soil disturbance on consolidation by prefabricated vertical drains installed in a rectangular pattern. Geotechnical and Geological Engineering 28(11):61–77, DOI: https://doi.org/10.1007/s10706-009-9279-7
4. Bergado DT, Mukherjee K, Alfaro MC, Balasubramaniam AS (1993) Prediction of vertical-band-drain performance by the finite-element method. Geotextiles and Geomembranes 12(6):567–586
5. Bo MW (2004) Discharge capacity of prefabricated vertical drain and their field measurements. Geotextiles and Geomembranes 22(5):37–48, DOI: https://doi.org/10.1016/S0266-1144(03)00050-5
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