浅谈骨架密实型水稳基层特性及配合比设计

Initial discussion on skeleton dense cement stabilized soil basement property and mix proportion design

通过从材料本身抗裂性能评价研究入手,阐述了骨架密实结构配合比设计方法,以具体配合比在工程实践中的应用为基础,提出工艺过程控制以减少裂缝的发生,以期促进骨架密实型水稳基层的推广应用。

Starting from evaluation research on the material crack resistance property, it describes the mix proportion design method of skeleton dense structure. Taking specific application of mix proportion as the base, it proposes technology process control, so as to reduce the crack occurring and to promote the application of skeleton dense cement stabilized soil basement. K