Expanded Polystyrene (EPS) Geofoam Columns in Expansive Soil: Preliminary Swelling Characteristics Evaluation-Reference-Cited by-同舟云学术

Expanded Polystyrene (EPS) Geofoam Columns in Expansive Soil: Preliminary Swelling Characteristics Evaluation

Published:2018-05-25 Issue: Volume: Page:331-338
ISSN:
Container-title:5th International Conference on Geofoam Blocks in Construction Applications
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Author:

Selvakumar S.,Soundara B.

Publisher

Springer International Publishing

Link

http://link.springer.com/content/pdf/10.1007/978-3-319-78981-1_27

Reference17 articles.

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2. Nagaraj HB, Munnas MM, Sridharan A (2009) Critical evaluation of determining swelling pressure by swell-load method and constant volume method. Geotech Test J 32:305–314. https://doi.org/10.1520/GTJ102051

3. Viswanadham BVS, Phanikumar BR, Mukherjee RV (2009) Swelling behaviour of a geofiber-reinforced expansive soil. Geotext Geomembr 27:73–76. https://doi.org/10.1016/j.geotexmem.2008.06.002

4. Katti RK (1979) Search for solutions to problems in black cotton soils. First IGS Annual Lecture, Indian Geotechnical Society at Indian Institute of Technology, Delhi, India

5. Sharma RS, Phanikumar BR (2005) Laboratory study of heave behavior of expansive clay reinforced with geopiles. J Geotech Geoenvironmental Eng 131:512–520. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:4(512)

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