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青藏高原东部高温多年冻土区路基热稳定性模拟分析
引用本文:李东庆,孙志忠,赖远明,何平,房建宏. 青藏高原东部高温多年冻土区路基热稳定性模拟分析[J]. 岩土工程学报, 2005, 27(12): 1376-1379
作者姓名:李东庆  孙志忠  赖远明  何平  房建宏
作者单位:中国科学院寒区旱区环境与工程研究所冻土工程国家重点实验室;青海省公路科研勘测设计院公路研究室 甘肃兰州730000;甘肃兰州730000;青海西宁810001;
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)
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。

关 键 词: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  
文章编号:1000-4548(2005)12-1376-04
收稿时间:2003-06-18
修稿时间:2003-06-18

Simulative analysis on heat stability of embankment in high temperature permafrost district of eastern Tibetan Plateau
LI Dong-qing,SUN Zhi-zhong,LAI Yuan-ming,HE Ping,FANG Jian-hong. Simulative analysis on heat stability of embankment in high temperature permafrost district of eastern Tibetan Plateau[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(12): 1376-1379
Authors:LI Dong-qing  SUN Zhi-zhong  LAI Yuan-ming  HE Ping  FANG Jian-hong
Affiliation: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
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.
Keywords:high temperature permafrost  heat stability of embankment  natural permafrost table  critical height of embankment  unfrozen core  
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