Consolidation of viscoelastic soil by vertical drains incorporating fractional‐derivative model and time‐dependent loading-Reference-Cited by-同舟云学术

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Consolidation of viscoelastic soil by vertical drains incorporating fractional‐derivative model and time‐dependent loading

Published:2018-10-05 Issue:1 Volume:43 Page:239-256
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Huang Ming‐hua¹^ORCID,Li Jia‐cheng¹

Affiliation:

1. Institute of Geotechnical EngineeringHunan University Changsha 410082 China

Funder

China Postdoctoral Science Foundation

Ministry of Science and Technology of the People's Republic of China

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.2861

Reference29 articles.

1. BarronRA.Consolidation of fine‐grained soils by drain wells. Transactions of ASCE.1948;113:718‐742.

2. Consolidation of Soils by Vertical Drain Wells with Finite Permeability

3. HansboS.Consolidation of fine‐grained soils by prefabricated drains. Proceedings of the 10th ICSMFE Stockholm.1981;3:677‐682.

4. Consolidation by Vertical Drains Taking Well Resistance and Smear into Consideration

5. Vertical drain consolidation with overlapping smear zones

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