Paper Title:
Experimental Study on Mechanical Behaviors of Lime-Stabilized Soils with Small Lime Content
  Abstract

In order to investigate the mechanical behaviors of lime-stabilized soils with small lime content, the specimens with 4%~8% lime content and 90%~95% degree of compaction are prepared, and then in use for the unconfined compression strength test, the diametral compression test and the compression resilience modulus test after they have cured in a standard curing room for 7 to 180 days respectively. These test results show that all of the unconfined compression strength, the splitting strength and the compression modulus of resilience increase with the degree of compaction and the curing time. Thereinto, the compression modulus of resilience does rapidly between 28 and 90 curing days, and the unconfined compression strength of the soil with 4% lime content does little after 28 curing days while the compression strengths and the splitting strengths of the other soils do quickly until 90 curing days. In addition, for a given degree of compaction, these strengths of the soils with the less lime content are potentially greater at the early curing time.

  Info
Periodical
Advanced Materials Research (Volumes 374-377)
Chapter
Chapter 9: New Technology for the Preparation and Construction of Building Materials
Edited by
Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du
Pages
1823-1826
DOI
10.4028/www.scientific.net/AMR.374-377.1823
Citation
Z. Y. Liu, Y. G. Xue, X. J. Wang, "Experimental Study on Mechanical Behaviors of Lime-Stabilized Soils with Small Lime Content", Advanced Materials Research, Vols. 374-377, pp. 1823-1826, 2012
Online since
October 2011
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Price
$32.00
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