合阳至铜川固化剂性能研究

Study on curing agent performance of Heyang to Tongchuan

介绍了黄土掺加不同剂量石灰、水泥、固化剂后,黄土的CBR、抗压强度、回弹模量等力学性能的变化,为提高土基路用性能提供了试验依据。

This paper introduces the change of mechanical properties such as the loess CBR, compressive strength, modulus of resilience of loess with different doses of lime, cement, curing agent, provide the experimental basis for improving the soil road base pavement performance.