Determining frost heave classification by using ratio of frost heave to square root of time
The frost heave classification is the critical index for the design of foundation engineering in cold regions. At present, it is considered as a basic property of materials. Many criteria belong to empirical or semi-empirical methods and lack theoretical
HE Haosong 1, TENG Jidong 1, 2, ZHANG Sheng 1, 2, SHENG Daichao 1, 2, 3
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Experimental Study on Freezing Mode to Reduce Frost Heave
Frost heave is an important factor affecting the safety and practicability of buildings in cold regions or artificial freezing engineering. In order to reduce frost heave, frost-susceptible silty clay was used in a one-dimensional frost heave testing ...
Kun Hu +4 more
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AbstractThe deformation of the ground surface that is produced by frost heave has motivated almost a century of concerted laboratory, field and theoretical studies. Well before the development of equipment capable of resolving the microscopic films that support liquid transport towards growing ice lenses, early investigators predicted their occurrence ...
Alan W. Rempel
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Frost Heave in Colloidal Soils [PDF]
We develop a mathematical model of frost heave in colloidal soils. The theory accounts for heave and consolidation while not requiring a frozen fringe assumption. Two solidification regimes occur: a compaction regime in which the soil consolidates to accommodate the ice lenses, and a heave regime during which liquid is sucked into the consolidated soil
Stephen Peppin +3 more
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Effect of Anionic Polyacrylamide Polymer on Frost Heave Mitigation and Its Implication for Frost-Susceptible Soil. [PDF]
Seasonally frozen ground regions occupy approximately 55% of the exposed land surface in the Northern Hemisphere, and frost heave is the common global problem in seasonally frozen soil areas.
Ji Y +6 more
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Deformation Law and Control Limit of CRTSIII Slab Track under Subgrade Frost Heave
In order to find out the influence of subgrade frost heave on the deformation of track structure and track irregularity of high-speed railways, a nonlinear damage finite element model for China Railway Track System III (CRTSIII) slab track subgrade was ...
Xiaopei Cai +6 more
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Frost heave cracking and uniaxial compression failure behavior of sandstone samples containing a flaw filled with water [PDF]
The frost heave failure mechanism of fractured rock mass is a complicated problem faced by engineering construction in cold area. In this study, low temperature frost heave test and post-freezing uniaxial compression test on sandstone samples with a ...
Duofeng Cen, Yage Li
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Frost heave behavior of coarse-grained materials for high-speed railways subgrade: experimental analysis and machine learning predictive modeling [PDF]
Coarse-grained subgrade fill has traditionally been considered frost-heave-insensitive. However, uneven frost heave in such materials has become a critical constraint for high-speed railways (HSRs) in cold regions.
Shanzhen Li +7 more
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Mechanistic analysis of frost heave in airport runway subgrades in seasonal frost regions and pavement structural tolerance thresholds [PDF]
This study addresses the structural damage of airport pavements caused by uneven frost heave in seasonal frozen soil regions. A three-dimensional finite element model based on elastic layered system theory was established to simulate pavement mechanical ...
Chongwei Huang +2 more
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Study on anti-frost heave effect of new thermal insulation subgrade of highway in seasonally frozen soil regions. [PDF]
Frost heave is one of the important factors affecting the long-term stability and safe operation of subgrade in seasonally frozen soil regions. To investigate the anti-frost heave effect of foam concrete insulation and composite insulation structure ...
Xiaoqiang Mi +3 more
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