Characteristics of volcanic ash and natural lime based stabilized clayey soils

被引：10
|
作者：
Hossain, K. M. A. [1 ]
Lachemi, M. [1 ]
Easa, S. [1 ]
机构：
[1] Ryerson Univ, Dept Civil Engn, Toronto, ON M5B 2K3, Canada
来源：
CANADIAN JOURNAL OF CIVIL ENGINEERING | 2006年 / 33卷 / 11期
关键词：
soil stabilization; volcanic ash; natural lime; mechanical properties; durability;
D O I：
10.1139/L06-099
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Clayey soils are stabilized with various percentages of volcanic ash (VA), finely ground natural lime (NL), Portland cement, and their combinations. The influence of stabilizers and their combinations is evaluated through standard Proctor compaction, unconfined compressive strength, splitting tensile strength, modulus of elasticity, and California bearing ratio (CBR) tests. The durability of stabilized soil mixtures is judged based on drying shrinkage and the influence of water immersion on strength. Correlations between compressive strength, modulus of elasticity, and CBR are also established. Stabilized soil mixtures can be used in various constructions, including road pavements and low-cost housing.
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页码：1455 / 1458
页数：4
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