Indirect Estimation of Swelling Pressure of Clayey Subgrade Under Pavement Structures
Author:
Funder
Mining laboratory
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/article/10.1007/s13369-017-2546-7/fulltext.html
Reference36 articles.
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2. Zha, F.; Liu, S.; Du, Y.; Cui, K.: Behavior of expansive soils stabilized with fly ash. Nat. Hazards 47, 509–523 (2008). doi: 10.1007/s11069-008-9236-4
3. Puppala, A.J.; Manosuthkij, T.; Nazarian, S.; Hoyos, L.R.: Threshold moisture content and matric suction potentials in expansive clays prior to initiation of cracking in pavements. Can. Geotech. J. (2011). doi: 10.1139/t10-087
4. Viswanadham, B.V.S.; Phanikumar, B.R.; Mukherjee, R.V.: Swelling behaviour of a geofiber-reinforced expansive soil. Geotext. Geomembr. 27(1), 73–76 (2009). doi: 10.1016/j.geotexmem.2008.06.002
5. Yilmaz, I.: Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity. Eng. Geol. 85, 295–301 (2006). doi: 10.1016/j.enggeo.2006.02.005
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