Shrinkage Characteristics of Expansive Soil Treated with Coir Waste

Author:

Jayasree P. K.,Balan K.,Peter Leema,Nisha K. K.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. Kodikara J, Barbour SL, Fredlund DG (1999) Changes in clay structure and behaviour due to wetting and drying. In: Proceedings of the 8th Australian–New Zealand conference on geomechanics, Hobart, pp 179–186

2. Ghosh PK, Sarma US, Ravindranath AD, Radhakrishnan S, Ghosh P (2007) A novel method for accelerated composting of coir pith. Energy Fuels 21:822–827

3. Ikizler SB, Aytekin M, Turker E, Yavuz HI (2009) Effect of fibers on swelling characteristics of bentonite. In: 2nd International conference on new development in soil mechanics and geotechnical engineering, Niposia, Northern Cyprus, pp 328–335

4. Rao KD, Pranav PRT, Anusha M (2011) Stabilization of expansive soil with rice husk ash, lime and gypsum—an experimental study. Int J Eng Sci Technol 3(11):8076–8085

5. Ogbonnaya I, Illoabachie DE (2011) The potential effect of granite dust on the geotechnical properties of Abakaliki clays. Cont J Earth Sci 6(1):23–30

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