【作者】 徐则民； 黄润秋； 许强； 张倬元； 白明洲；

【Author】 XU Ze-min~1 HUANG Run-qiu~2 XU Qiang~2 ZHANG Zhuc-yuan~2 BAI Ming-zhou~[3] (1.Department of Civil Engineering,Kunming University of Science and Technology,Kunming 650224 China;2.Engineering Geology Institute,Chengdu Institute of Technology,Chengdu,610059 China;3.School of Civil engineering,Northern Jiaotong University,Beijing,100044 China)

【机构】 昆明理工大学土木系； 成都理工大学工程地质研究所； 北方交通大学土木建筑工程学院；

【摘要】 某机场工程位于青藏高原东缘高山峡谷区,飞行区横跨5务大的冲沟,最大填方高度102m。本文利用三维有限元法对地基沉降、填方边坡稳定性等问题进行了分析,对工程施工提出了相应的建议。更多还原

【Abstract】 Some airport is located in high mountain and deep gorge area in the east of Qingzang plateau.Flying region runs across fivelarge scouring gutters and the maximum height of the fill slope reaches 102 m.The subsidence of foundation and stability of fillslope are analyzed by means of three-dimensional finite element and Relative suggestions are put forward for the project con-struction.更多还原