The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations-Reference-Cited by-同舟云学术

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The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mehrjardi Gholamhosein Tavakoli¹,Hosseini Masoud²^ORCID

Affiliation:

1. Associate Professor, Faculty of Engineering, Dept. of Civil Engineering, Kharazmi Univ., Tehran 15719-14911, Iran (corresponding author).

2. Post-Graduate Student, Faculty of Engineering, Dept. of Civil Engineering, Kharazmi Univ., Tehran 15719-14911, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9927

Reference21 articles.

1. Correlations of Soil and Rock Properties in Geotechnical Engineering

2. Bishop, A. W., and D. J. Henkel. 1957. The measurement of soil properties in the triaxial test. London: Edward Arnold.

3. Bowles, J. E. 2001. Engineering properties of soils and their measurement. 4rd ed. London: McGraw-Hill Book Company.

4. Bransby, M. F. 2002. “The undrained inclined load capacity of shallow foundations after consolidation under vertical loads.” In Proc., 8th Int. Symp. Numerical Models in Geomechanics, edited by G. N. Pande and S. Pietruszczak, 431–437. Rotterdam, Netherlands, Balkema.

5. Elastoplastic consolidation beneath shallowly embedded offshore pipelines

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