Structures of subgrade/pavement and construction techniques for the Taklimakan Desert Highway

With lots of indoor and outdoor experiments, several key technical issues in construc-tion of the Desert Highway have been solved satisfactorily, on the basis of great achievements ofthe studies in respects of dry compaction on sand base, design parameters, structure combinationof subgrade and pavement, stabilization analysis of sand base strengthened with geotextile and acomplete set of construction techniques. It is the first time the achievements of the study weresuccessfully applied in the Taklimakan Desert where the natural condition is extremely harsh. Ithas been proved that it is economic and reasonable with reliable techniques and simple construc-tion methods. The Desert Highway constructed with the achievements is the first-grade highwayrunning through huge migratory desert for long distance in the world.     

不同下垫面沙通量估算——以策勒绿洲—沙漠过渡带为例北大核心CSCD

通过对研究区域风速和沙通量的实测数据,分析了策勒绿洲—沙漠过渡带上流动沙地、半流动沙地和固定沙地下垫面风沙活动参数,并进行了不同下垫面模型的推导与验证。研究结果表明:(1)空气动力学粗糙度受到地表植被盖度和风速的共同影响,流动沙漠起沙后,空气动力学粗糙度随风速的增大而升高,半流动沙漠和固定沙漠空气动力学粗糙度随风速的增大而降低,空气动力学粗糙度随地表植被盖度和植被高度等的增大而升高。(2)策勒绿洲—沙漠过渡带流动沙漠、半流动沙漠、固定沙漠的沙通量模型利用Bagnold模型与实际沙通量校正后确定,流动沙漠、半固定沙漠、固定沙漠的幂值分别为3.65、3.57、2.92,B值分别为4.33×10^(-11)、6.27×10^(-11)、2.61×10^(-9)。(3)2014年3~9月,策勒绿洲沙漠过渡带流动沙漠、半流动沙漠(植被盖度约为10%)、固定沙漠(植被盖度约为40%)的输沙通量分别为5 679.4 kg·m^(-1)、1 033 kg·m^(-1)和176.2 kg·m^(-1),植被对下垫面沙通量的影响显著,半流动沙漠的沙通量为流动沙漠的18.2%,固定沙漠沙通量占流动沙漠沙通量的3%。