摘要
抗疏力固化剂可以改变土颗粒的结构,降低土微粒的界面活性,加速土壤石化的自然进程,提高土体的承载力。通过室内击实试验、无侧限抗压强度试验、CBR试验,研究并提出了抗疏力固化剂在实际应用中的合理掺量。
Consolid agent can change the structure of soil particles, reduce the interface activity of soil particles, accelerate the natural process of soil petrifaction, and advance the bearing capacity of soil. Through indoor compaction test, unconfined compressive strength test and CBR test, the reasonable dosage of consolid curing agent in practical application is proposed.
出处
《交通标准化》
2012年第4期64-66,共3页
Communications Standardization
关键词
抗疏力
固化
掺量
强度
consolid
curing
mixing amount
strength
