Shrinkage Properties of Soft Clay Treated with Cement and Geofibers

Author:

Fatahi Behzad,Le Thu Minh,Fatahi Behnam,Khabbaz Hadi

Publisher

Springer Science and Business Media LLC

Subject

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

Reference44 articles.

1. Al-Wahab RM, El-Kedrah MA (1995) Using fibers to reduce tension cracks and shrink/swell in a compacted clay. Proceedings of Geoenvironment 2000. Geotechnical Special Publication No. 46. ASCE, New York, vol 1, pp 791–805

2. AS 1289.3.4.1-2008: Methods for testing soils for engineering purposes: Method 3.4.1: Soil classification tests: determination of the linear shrinkage of a soil—Standard method, Standards Australia

3. ASTM C157-08 (2008) Standard test method for length change of hardened hydraulic-cement mortar and concrete

4. Australian Standard AS 2870–2011 (2011) Residential slabs and footings. Standards Australia

5. Bhadriraju V, Puppala AJ, Enayatpour S, Pathivada S (2005) Digital imaging technique to evaluate shrinkage strain potentials of fiber reinforced expansive soils. Geo-Frontiers, ASCE Geotechnical Special Publication No. 138, Austin

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