Evaluating the Performance of Cementitious Treated/Stabilized Very Weak and Wet Subgrade Soils for Sustainable Pavement-Reference-Cited by-同舟云学术

Evaluating the Performance of Cementitious Treated/Stabilized Very Weak and Wet Subgrade Soils for Sustainable Pavement

Published:2016-08-08 Issue: Volume: Page:
ISSN:
Container-title:Geo-Chicago 2016
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Author:

Ardah Allam¹²³,Abu-Farsakh Murad¹²³,Chen Qiming¹²³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70808.

2. Research Professor, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808.

3. Research Associate, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480137.054

Reference20 articles.

1. AASHTO T307-99 2003. Standard method of test for determining the resilient modulus of soils and aggregates. American Association of State Highway and Transportation Officials (AASHTO) Washington D.C.

2. Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading

3. Evaluation of Resilient Modulus for Lime- and Cement-Stabilized Synthetic Cohesive Soils

4. ARA Inc. ERES Consultants Division 2004. "Guide for mechanistic-empirical design of new and rehabilitated pavement structures." http://www.trb.org/mepdg/guide.htm.

5. Gautreau G. Zhang Z. Wu Z. Mohammad L.N. and King B. 2009. Accelerated Loading Evaluation of Subbase Layers in Pavement Performance. Report No. 468 Louisiana Transportation Research Center Baton Rouge LA124 p.

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