摘要
通过室内试验,对固化粉土的无侧限抗压强度、回弹模量等性能进行了分析,并结合工程实例,评价探讨了SEU-2型固化剂加固粉土路基的效果,经实践表明:SEU-2型固化剂的掺入能够有效的控制粉砂土路基的沉降,增加路基的抗压强度。
This paper analyzes the properties of the unconfined compression strength and resilience modulus of solidified silt by laboratory tests.Combining with projects,the paper the consolidation effect of the silt basement with SEU-2 curing agent. The engineering example shows that：the mixing of SEU-2 solidified agent can effectively control the settlement of silt subgrade and increase the compressive strength of subgrade.
出处
《山西建筑》
2016年第25期154-156,共3页
Shanxi Architecture
关键词
固化剂
粉土路基
抗压强度
回弹模量
solidified
silt subgrade
compressive strength
resilient modulus
