›› 2006, Vol. 27 ›› Issue (11): 1922-1926.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Strength and deformation properties of foamed beads light soil

GU Huan-da, GU Xi   

  1. Department of Civil Engineering, University of Science and Technology of Suzhou, Suzhou 215011, China
  • Received:2005-07-20 Online:2006-11-10 Published:2013-12-04

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Abstract: The foamed beads light soil is a new soil materials with the features of lightweight and high strength; it can be used for road base, bridge and other construction applications widely. In order to evaluate the engineering properties of foamed beads light soil, the strength and deformation properties of foamed beads light soil are analyzed based on laboratory tests and analytical method. Based on the results, the double-phase model is utilized to evaluate the stress-strain properties of foamed beads light soil. By this analytical method, it will be helpful to evaluate the influences of caring time, light filling volume ratio on strength and deformation properties of foamed beads light soil. Thereby, the results will be useful for the application of foamed beads light soil in future.

Key words: light soil, volume ratio, strength, double-phase model

CLC Number: 

  • TU 472.5
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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