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supported by a grant from the National Natural Science Foundation of China(No.41671069,No.41630636);Foundation of the State Key Laboratory of Frozen Soil Engineering(SKLFSE-ZT-31)
The freezing-thawing deformation behaviors of consolidated soils under high pressure have been investigated in a high-pressure-low-temperature (HPLT) Kq consolidation apparatus with a small strain sensor. The tests...
This paper presents a comparative analysis of simulation processes of seasonal freezing-thawing of railway subgrade and permafrost degradation, with and without accounting for solar radiation. Also, the effect of sun ...
supported by the National Key Basic Research Program of China (973 Program) (No. 2012CB026106);the Science and Technology Major Project of Gansu Province (No. 143GKDA007);the West Light Foundation of CAS for Dr. G. Y. Li;the Program for Innovative Research Group of the Natural Science Foundation of China (No. 41121061);the Foundation of the State Key Laboratory of Frozen Soils Engineering of CAS (No. SKLFSE-ZT-11)
Usually, the collapsible loess widely distributed across the world can serve as a type of foundation soil that meets its strength requirement after dense compaction and elimination of collapsibility. However, many pro...
supported by the National Key Technology Support Program (No. 2014BAG05B05);the Basic Scientific Research Business from Institute of Earthquake Science, CEA (No. 2014IESLZ01)
This paper is a meta-analysis of recent domestic and foreign research on freezing-thawing effects on concrete durability. The main theories on the mechanisms of freeze-thaw damage to concrete are introduced: the hydr...
supported by Chinese National Science Foundation (NSFC) (No.40875050, 40575037, 40175020);National Key Basic Science Studies Developing Program of "973" (2007CB411506)
A parameterization of soil freezing-thawing physics for use in the land-surface model of the National Center for Atmospheric Research(NCAR) Community Climate Model(CCM3) is developed and evaluated.The new parameteriza...