奎赛公路水泥稳定砂砾基层试验工程研究

Experimental Engineering of Cement-stabilized Gravel Base of Kuitun-Sayram Highway

通过对奎赛公路工程第五合同段K335+300～K335+500段水泥稳定砂砾基层试验段的试验研究,探讨不同控制条件下水泥稳定砂砾基层的强度变化规律、力学性能及裂缝产生情况,确定合理的施工技术参数、最佳的资源配置及最合理的施工组织,可以推动水泥稳定砂砾基层大规模快速优质施工。

Through the experimental research of the test section with cement-stabilized gravel base which belongs to K335＋300-K335＋500 section of the 5th contract section of Kuitun-Sayram highway engineering, the intensity change rule, mechanical property and cracks of cement-stabilized gravel base in different control condition are discussed, rational construction technical parameters, optimal resource allocation and the best rational construction organization are confirmed, which can promote the largescale high-quality quick construction.