论文部分内容阅读
西宁曹家堡机场于1991年9月份建成。跑道磁方向为110°~290°。1996年经适航检查,发现跑道西调头坪和距跑道西头500-700米两处下沉。场区土基为Ⅲ级自重湿陷性黄土,道面结构为5cm改性沥青砼,结构层总厚度为90cm,其中西头调头坪下沉面积为1450平方米,其中最大下沉量为21厘米。距跑道西头500~700米处下沉面积为11850平方米,其中
Xining Caojiabao Airport was built in September 1991. The magnetic direction of the runway is 110 ° ~ 290 °. After airworthiness inspection in 1996, it was found that the first runway west of Taupeng and the second runway 500-700 meters from the sinkdown. The soil mass of the site area is grade Ⅲ self-weight collapsible loess, the pavement structure is 5cm modified asphalt concrete, and the total thickness of the structural layer is 90cm, of which the sinking area of the west head is 1450m 2, of which the maximum subsidence is 21 cm. From the runway west 500 ~ 700 meters sinking area of 11850 square meters, of which