海水环境下MICP胶结钙质砂干湿循环试验研究
李艺隆,国振,徐强,李雨杰

Experimental research on wet-dry cycle of MICP cemented calcareous sand in seawater environment
Yi-long LI,Zhen GUO,Qiang XU,Yu-jie LI
图 5 无侧限抗压强度剩余量、应力−应变曲线上试样强度发挥至50%时的割线模量平均值与干湿循环次数的关系
Fig.5 Relationship between residual unconfined compressive strength, average value of secant modulus when sample strength reaches 50% on stress-strain curve and number of wet-dry cycles