This paper describes the strength mechanism, requirements for raw material and material properties of cement stabilized graded broken stone subbase (base).
着重论述了水泥稳定级配碎石底基层(基层)的强度机理、原材料要求及其混合料的材料特性。
The defects of composite material theory and fiber distance theory are analysed, and they are verified through uniaxial stretch test of continuous fiber reinforced composite material for cement base.
分析复合理论和纤维间距理论的缺陷，并且通过连续纤维增强水泥基复合材料的单轴拉伸试验加以验证。
The cement dosage of the cement stabilized granular soil plays a very important role in the performance of road base course material.
水泥剂量对水泥稳定粒料路面基层材料性能的影响较大。
应用推荐