Evaluating the performance of very weak subgrade soils treated/stabilized with cementitious materials for sustainable pavements

Author:

Ardah Allam,Chen Qiming,Abu-Farsakh Murad

Funder

Louisiana Transportation Research Center

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference37 articles.

1. AASHTO T307-99. 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; 2003.

2. Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading;Abu-Farsakh;Soils Found J,2015

3. Evaluation of resilient modulus for lime- and cement-stabilized synthetic cohesive soils;Achampong;Transport Res Rec, J Transport Res Board,1997

4. ARA, Inc., ERES Consultants Division. Guide for mechanistic-empirical design of new and rehabilitated pavement structures; 2004. .

5. ASTM D5239-12 Standard Practice for Characterizing Fly Ash for Use in Soil Stabilization, ASTM International, West Conshohocken, PA; 2012. http://dx.doi.org/10.1520/D5239-12.

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