Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions
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Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions
Vol. 26, Issue 8, (2005)
作者机构:
1. 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,兰州,730000
2. 中国地震局地震预测研究所 兰州基地,兰州,730000
作者简介:
基金信息:
DOI:
CLC:U21
Online First:26 December 2013,
Published:2005
稿件说明:
移动端阅览
WU Zhi-jian, MA Wei, SHENG Yu, et al. Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions[J]. 2005, 26(8).
DOI:
WU Zhi-jian, MA Wei, SHENG Yu, et al. Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions[J]. 2005, 26(8).DOI:
Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions
Based on the local supervising data of air temperature decreasing period of Beiluhe testing segment of the Qinghai-Tibet Railway during the past two years
and through analyzing the ground temperature rule of the vent-pipe embankment
cast-detritus protecting slope embankment and heat preservation material embankment testing segments
and calculating the accumulating temperature of the above segments; the results show that the three engineering measures have some effects on protecting the permafrost roadbed. In some way
it can be used for reference in constructing the Qinghai-Tibet Railway in permafrost regions.
Temperature feature analysis for embankment with riprap slope protection in Qingshuihe test section of Qinghai-Tibet Railway
Characteristics and causes of embankment deformation for Qinghai-Tibet Railway in permafrost regions
Study of the influencing factors of roadbed settlement in embankment-bridge transition section along Qinghai-Tibet Railway
Stability analysis of Qinghai-Tibet railway slope embankment in permafrost regions
A prediction model of vertical bearing capacity of pile foundation in permafrost region
Related Author
GE Jian-jun
BAO Li-ming
LI Cheng
XU Zhao-yi
WEI Jing
WU Gui-long
YUN Han-bo
DANG Hai-ming
Related Institution
First Railway Survey and Design Institute
School of Civil Engineering and Architecture, Beijing Jiaotong University
Golmud Public Works Section, Qinghai-Tibet Railway Corporation, Golmud
State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences
Beiluhe Observation and Research Station on Frozen Soil Engineering and Environment in Qinghai-Tibet Plateau, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Golmud