Evolution patterns and characteristics of ballasted track bed lateral resistances in cold regions under progressive freezing of ice layers. [PDF]
Liu J +6 more
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Integrated cold resistance subgrade system utilizing oil shale waste and XPS insulation for sustainable infrastructure in seasonal frozen regions. [PDF]
Han L, Gao Y.
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Research and application of fiber-reinforced EPS particle lightweight soil in highway engineering in cold regions. [PDF]
Dou H, Xu B, Li F, Li Y, Liu H, Zu F.
europepmc +1 more source
Optimizing the Composition of Solid Sodium Silicate-Activated Solid Waste-Based Geopolymer Based on the Response Surface Methodology and Its Performance. [PDF]
Zhou H +6 more
europepmc +1 more source
Study on the Physico-Mechanical Properties and Damage Mechanisms of Weakly Cemented Sandstone under Freeze-Thaw Cycles. [PDF]
Tan S, Wang N, Li W, Zhou L, Yu M.
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Equipment for frost heave tests : Friction between plastic and soil
Admasie, Daniel, Stenberg, Lars
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Research on Elastocoast Revetments Frost Heave Adaptability Model Test
Elastocoast revetments frost heave adaptability model test was carried out. Conclusions: (1) Elastocoast revetments can increase heat resistance and decrease the energy transfer. So the frozen depth and amount of frost heaving could be reduced. (2) This structure has deformation characteristics with temperature, and has a deformation at the test ...
Hua Zhong, Bin Zhang, En Liang Wang
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Development of a Frost-Heave Testing Apparatus with a Triple Cell
International Journal of Civil Engineering, 2021In this study, the first frost-heave testing apparatus with a triple cell was developed that can measure the amount of frost-heave and heaving pressure, as well as achieve high-accuracy temperature control. The performance of the apparatus was validated by a series of frost-heave tests, which were conducted in a closed system with saturated sandy soil ...
Kean Thai Chhun +2 more
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Tests of the Concept of Secondary Frost Heaving
Soil Science Society of America Journal, 1975Abstract Heaving tests were conducted with 2–4, 4–8, and 8–16 µm soil fractions in special apparatus in which sliding friction (during heaving) was eliminated by confining the specimen as in standard triaxial test apparatus. Maximum pressures developed by heaving exceeded those computed by a primary heaving model (
J. P. G. Loch, R. D. Miller
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