Improving the Stability of High Embankments Founded on Soft Marine Clay by Utilizing Prefabricated Vertical Drains and Controlling the Pace of Construction

Author:

Badarinath Rakshith,El Naggar HanyORCID

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Reference31 articles.

1. Borges JL (2004) Three-dimensional analysis of embankments on soft soils incorporating vertical drains by finite element method. Comput Geotech 31(2004):665–676

2. Muktabhant C, Teerawong P, Tengamnuay V (1967) Engineering properties of Bangkok subsoils, Proc. of Southeast Asian Conference on Soil Engineering, Bangkok, pp1–7

3. Moh ZC, Nelson JD, Brand EW (1969) Strength and deformation behaviour of Bangkok clay, Proc. of 7th Int. Conf. on Soil Mechanics and Foundation Engineering, Mexico, pp287–295

4. Eide O (1968) Geotechnical engineering problems with soft Bangkok clay on the Nakhon Sawan highway project, Pub. No 78, Norwegian Geotechnical Institute, Norway

5. Eide O (1977) Exploration, sampling and in-situ testing of soft clay in the Bangkok area, Proc. of International Symposium on Soft Clay, Thailand, pp122–137

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