Freeze–thaw properties and long-term thermal stability of the unprotected tower foundation soils in permafrost regions along the Qinghai–Tibet Power Transmission Line-Reference-Cited by-同舟云学术

Freeze–thaw properties and long-term thermal stability of the unprotected tower foundation soils in permafrost regions along the Qinghai–Tibet Power Transmission Line

Published:2016-01 Issue: Volume:121 Page:258-274
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Li Guoyu,Yu Qihao,Ma Wei,Chen Zhaoyu,Mu Yanhu,Guo Lei,Wang Fei

Funder

National Key Basic Research Program of China

Program for Innovative Research Group of the Natural Science Foundation of China

Science and Technology Project of the State Grid Corporation of China

Science and Technology Major Project of the Gansu Province

Funds of the State Key Laboratory of Frozen Soils Engineering

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference53 articles.

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2. Thermal stability of fabricated foundations with different warming patterns in permafrost regions;Chen;China Earthq. Eng. J.,2013

3. Impact of molding temperature and hydration heat of concrete on thermal properties of pile foundation in permafrost regions along the Qinghai–Tibet DC Transmission Line;Chen;J. Glaciol. Geocryol.,2014

4. Model test study on pile foundation of 110kv transmission line of Qinghai–Tibet railway in frozen soils;Cheng;Chin. J. Rock Mech. Eng.,2004

5. Research on frozen soil characteristics of 330kV transmission line of main power grid in Yushu and Qinghai;Cheng;Electr. Power Surv. Des.,2013

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