A study of the swell-shrink behavior of expansive Moreland clay-Reference-Cited by-同舟云学术

A study of the swell-shrink behavior of expansive Moreland clay

Published:2017-07-26 Issue:3 Volume:13 Page:205-217
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Khan Md Adnan¹^ORCID,Wang Jay X.¹,Patterson William B.²

Affiliation:

1. Programs of Civil Engineering and Construction Engineering Technology, Louisiana Tech University, Ruston, LA, USA

2. School of Agricultural Sciences and Forestry, Louisiana Tech University, Ruston, LA, USA

Funder

Southern Plains Transportation Center

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2017.1351744

Reference72 articles.

1. Abu-Farsakh, Y. M., and Q. Chen 2012. “Evaluation of the Base/Subgrade Soil under Repeated Loading: Phase II–In-Box and Alf Cyclic Plate Load Tests.” Louisiana Transportation Research Center, Baton Rouge, LA, 1–97.

2. Cyclic Swelling Behavior of Clays

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