Effect of Soil Parameters on Resilient Modulus Using Cyclic Tri-Axial Tests on Lateritic Subgrade Soils from Dakshina Kannada, India

Author:

Kumar Anil,George Varghese

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference42 articles.

1. AASHTO (1986) Standard method for testing resilient modulus. AASTHO T 274-82 AASHTO, Washington

2. AASHTO (2003) Standard method of test for determining the resilient modulus of soils and aggregate materials. In: AASHTO T 307-99, American Association of State Highway and Transportation Officials (AASHTO), Washington

3. Akpokpodje EG, Hudec P (1992) Properties of concretionary laterite gravel concrete. Bull Int Assoc of Eng Geol 4:45–50

4. Al-Refeai TO, Al-Suhaibani AS (2002) Factors affecting resilient behavior of subgrade soils in Saudi Arabia. J King Saud Univ Eng Sci 2(14):165–182 (A.H. 1422/2002)

5. Boateng-Poku Y, Drumm EC (1989) Hyperbolic model for the resilient modulus response of fine-grained subgrade soil. In: Resilient moduli of soils. ASCE Geotechnical Special Publication No. 24, pp 1–14

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