青藏高原东部高温多年冻土区路基热稳定性模拟分析

青藏高原东部高温多年冻土区路基热稳定性模拟分析 English Version

基金项目: 中国科学院寒旱所人才引进基金资助项目(2004122);;中科院知识创新工程重大资助项目(KZCX1-SW-04);;“973”国家重点基础研究发展规划项目(2002CB412704);;国家杰出青年科学基金资助项目(40225001)

1.State Key Laboratory of Frozen Soil Engineering Cold and Arid Regions Environmental and Engineering Research Institute Chinese Academy of Sciences Lanzhou 730000 China 2.Highway Research Department Highway Research and Survey Design Institute of Qinghai Province Xining 810001 China

摘要: 根据青藏高原东部地区高温多年冻土地段的自然地理及地质水文条件,利用部分试验路段的实测资料,对该区在分别修建不同高度的沥青、水泥混凝土、砂砾路面后路基的热稳定性进行了模拟分析,根据计算结果就不同路面类型在该区高温冻土地段的适用性进行了探讨。
- 高温多年冻土 /
- 路基热稳定性 /
- 天然上限 /
- 路堤临界高度 /
- 融化核
Abstract: The heat stability of embankment in the high temperature permafrost regions of the eastern Tibetan Plateau was simulated,and the heights of embankment were discussed and figured out,respectively for asphalt-paved,concrete and gravel road surface,according to the natural geographic and geologic conditions in the high temperature permafrost regions of the district.The calculated results were in good agreement with the field data of the Qinghai-Xizang Highway.
- high temperature permafrost /
- heat stability of embankment /
- natural permafrost table /
- critical height of embankment /
- unfrozen core