Influence of density and water content on unconfined compression strength of solidified soil
FAN Heng-Hui-；Tun-Pu-Te-；Gao-Jian-En-；Wang-An-Zhou-；Sun-Qing-Li
1.Research Centre of Soil and Water Conservation & Eco-enviroment,CAS,EM;2.National Engineering and Technology Research Centre for Water Saving Irrigation at Yangling;3.Northwest Sci-Tech University of Agriculture and Forestry: 712100,Yangling, Shaanxi;4.Haiwei Factory of Building Material,452100,Gongyi,Henan: China
Abstract：On the certain condition of soil and certain amount of soil stabilizer dosage,density and water content are the key factors to effect on the unconfined compression strength of the catchments area with soil stabilizer.The rule of solidified soil intensity influenced by density and water content is studied.The results indicated that the density influenced the strength more than water content.Along with the increase of the density,the unconfined compression strength increases straightly.Under the same density,the strength was the greatest if the water ratio lies in the field from 75% to 85% of the optimum water content.If the water content wasn't in the scope,the unconfined compression strength of solidified soil descended straightly.This test shows that solidified soil should be compacted as much as possible and the compactness should be above 0.94 in the catchments area construction.The water content should be from 80% to 90% of optimum moisture content.
樊恒辉1,2,3；吴普特1,2,3；高建恩1,2,3；王广周1,2,3；孙胜利4. 密度和含水率对固化土无侧限抗压强度的影响[J]. 中国水土保持科学, 2006, 4(3): 54-58.
FAN Heng-Hui-；Tun-Pu-Te-；Gao-Jian-En-；Wang-An-Zhou-；Sun-Qing-Li. Influence of density and water content on unconfined compression strength of solidified soil. SSWCC, 2006, 4(3): 54-58.
2006, Vol. 4 
