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

https://doi.org/10.1016/j.coldregions.2015.05.004

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

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Numerical solution of phase-change problems

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Three-dimensional nonlinear analysis for temperature characteristic of ventilated embankment in permafrost regions

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The temperature features for different ventilated-duct embankments with adjustable shutters in the Qinghai–Tibet railway

inferredcites →https://doi.org/10.1016/j.coldregions.2007.07.005openalex-snapshot

Changes in permafrost environments along the Qinghai–Tibet engineering corridor induced by anthropogenic activities and climate warming

inferredcites →https://doi.org/10.1016/j.coldregions.2009.08.003openalex-snapshot

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Zonation and assessment of frozen-ground conditions for engineering geology along the China–Russia crude oil pipeline route from Mo'he to Daqing, Northeastern China

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Design and research of high voltage transmission lines on the Qinghai–Tibet Plateau—A Special Issue on the Permafrost Power Lines

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Thermal performance of a combined cooling method of thermosyphons and insulation boards for tower foundation soils along the Qinghai–Tibet Power Transmission Line

inferredcites →https://doi.org/10.1016/j.coldregions.2015.06.007openalex-snapshot

Stress and deformation characteristics of transmission tower foundations in permafrost regions along the Qinghai–Tibet Power Transmission Line

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Cooling effects of thermosyphons in tower foundation soils in permafrost regions along the Qinghai–Tibet Power Transmission Line from Golmud, Qinghai Province to Lhasa, Tibet Autonomous Region, China

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Displacements of tower foundations in permafrost regions along the Qinghai–Tibet Power Transmission Line

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Leveling of Pile Foundations Supporting Electric Transmission Lines by Temperature Control of Bed Soils

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Degradation of permafrost beneath a road embankment enhanced by heat advected in groundwater1This article is one of a series of papers published in this CJES Special Issue on the theme of Fundamental and applied research on permafrost in Canada.

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Impacts of permafrost degradation on a road embankment at Umiujaq in Nunavik (Quebec), Canada

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ADFREEZING OF LEDA CLAY TO ANCHORED FOOTING COLUMNS

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Transfer of Heaving Forces by Adfreezing to Columns and Foundation Walls in Frost-Susceptible Soils

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Impacts of Permafrost Mean Annual Ground Temperature and Ice Content on Thermal Regime of Pile Foundation of Qinghai-Tibet Power Transmission Line

inferredcites →https://doi.org/10.4095/216137openalex-snapshot

Sensitivity of permafrost to climate warming in Canada

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Water and energy transfer modeling in a permafrost‐dominated, forested catchment of Central Siberia: The key role of rooting depth

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Engineering in the rugged permafrost terrain on the roof of the world under a warming climate

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Effects of thermosyphons on the thermal regime and stability of cast‐in‐place piles in permafrost regions on the Qinghai‐Tibet Plateau

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Sensitivity of Permafrost Degradation to Geological and Climatic Conditions

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inferred← citeshttps://doi.org/10.1016/j.coldregions.2015.05.003openalex-snapshot

Design and research of high voltage transmission lines on the Qinghai–Tibet Plateau—A Special Issue on the Permafrost Power Lines

inferred← citeshttps://doi.org/10.1016/j.coldregions.2015.06.015openalex-snapshot

Analysis of tower foundation stability along the Qinghai–Tibet Power Transmission Line and impact of the route on the permafrost

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