Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability-Reference-Cited by-同舟云学术

Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability

Published:2011-04 Issue:4 Volume:12 Page:268-277
ISSN:1673-565X
Container-title:Journal of Zhejiang University-SCIENCE A
language:en
Short-container-title:J. Zhejiang Univ. Sci. A

Author:

Lu Meng-meng,Xie Kang-he,Li Chuan-xun,Wang Kun

Publisher

Zhejiang University Press

Subject

General Engineering

Link

http://link.springer.com/content/pdf/10.1631/jzus.A0900661.pdf

Reference16 articles.

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2. Basu, D., Prezzi, M., 2007. Effect of the smear and transition zones around PVD installed in a triangular pattern on the rate of soil consolidation. International Journal of Geomechanics, 7(1):34–43. [doi:10.1061/(ASCE)1532-3641 (2007)7:1(34)]

3. Castro, J., Sagaseta, C., 2009. Consolidation around stone columns: influence of column deformation. International Journal for Numerical and Analytical Methods in Geomechanics, 33(7):851–877. [doi:10.1002/nag.745]

4. Chai, J.C., Miura, N., 1999. Investigation of factors affecting vertical drain behavior. Journal of Geotechnical and Geoenvironmental Engineering, 125(3):216–226. [doi:10.1061/(ASCE)1090-0241(1999)125:3(216)]

5. Han, J., Ye, S.L., 2002. A theoretical solution for consolidation rates of stone column-reinforced foundations accounting for smear and well resistance effects. International Journal of Geomechanics, 2(2):135–151. [doi:10.1061/(ASCE)1532-3641(2002)2:2(135)]

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