Development and Field Testing of Geocomposite Cellular Mats (GCM) to Minimize the Ground Movements of Highway Embankments Founded on Peat Ground

Author:

Ismail Tuan Noor Hasanah Tuan,Wijeyesekera Devapriya Chitral,Bakar Ismail

Publisher

Springer International Publishing

Reference41 articles.

1. ASTM D4427-92: Standard Classification of Peat Samples by Laboratory Testing. Annual Book of ASTM Standards, Philadelphia (1997)

2. Andriesse, J.P.: Permanent constraints in Peat Reclamation. Nat. Manag. Trop. Peat Soils. FAQ Soil Bull. 59, 81–91 (1988)

3. Arellano, D.: Preliminary design procedure for EPS block geofoam lightweight fill in levees overlying soft soils. In: 27th Annual Association of State Dam Safety Officials Conference. University of Memphis, Tenessee (2010)

4. Balasubramaniam, A.S., Phien-Wej, B., Indraratna, B., Bergado, D.T.: Predicted behaviour of a test embankment on a Malaysian marine clay. In: Proceedings of International Symposium on Trial Embankments on Malaysian Marine Clays, Kuala Lumpur, vol. 2, pp. 1-1–1-7 (1990)

5. Barden, L.: Primary and secondary consolidation of clay and peat. Géotechnique 18(1), 1–24 (1968)

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