低掺量水泥固化土的力学特性及微观结构

孙海超,王文军,凌道盛

Mechanical properties and microstructure of solidified soil with low cement content

Hai-chao SUN,Wen-jun WANG,Dao-sheng LING

表 3 每增加1%水泥掺量时固化土强度增长量

Tab.3 Strength growth of solidified soil with 1% increase of cement content

w0/% Δqu /kPa ww<wwc ww>wwc 1.50 wL 97.2 154.0 1.75 wL 69.3 144.6 2.00 wL 55.9 120.5