Results 31 to 40 of about 6,675,201 (223)
Judgement of Frost Heaving of Rocks by Freezing Test
Journal of the Japan Society of Engineering Geology, 1986 There are some tunnels which have been deformed by frost heaving of rock behind the lining. We already reported about the common features in mode and progress of their deformations. This paper describes the geological conditions of frost heaving rocks which were detected in freezing test of rocks.
KITAGAWA, Shuzo, KAWAKAMI, Yoshiteru
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Journal of Rock Mechanics and Geotechnical Engineering, 2023 The calculation of frost heaving with ice lens formation is still not standard for construction projects using artificial ground freezing (AGF). In fine-grained material, ice lenses may initiate and lead to significant heaving at the ground surface ...
K. Niggemann, R. Fuentes
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Development of frost heave test [PDF]
, 2010 Frost heave tests conducted in laboratory conditions are very sensitive to the testing arrangements in which they are executed. There are numerous protocols in different countries but an internationally acknowledged procedure for frost heave test has not
Pesu, Jarmo
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Modelling frost heave in unsaturated coarse-grained soils
, 2021 © 2020, Springer-Verlag GmbH Germany, part of Springer Nature. Coarse-grained soils were considered not susceptible to frost heave. However, substantial frost heave has been observed in unsaturated coarse fills in high-speed railway embankments.
Liu, J, Zhang, S, Sheng, D, Teng, J
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Experimental and Modeling of Residual Deformation of Soil–Rock Mixture under Freeze–Thaw Cycles
Applied Sciences, 2022 Projects in seasonal frozen soil areas are often faced with frost heaving and thawing subsidence failure, and the foundation fill of most projects is a mixture of soil and rock. Therefore, taking soil–rock mixture with different rock contents as research
Chao Wang +7 more
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Experimental Study on Freezing Mode to Reduce Frost Heave
, 2022 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 ...
Yan Wu +4 more
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Soils and Foundations, 2023 In this study, the frost jacking characteristics of steel pipe screw piles for photovoltaic support foundations in high-latitude and low-altitude regions are studied via in situ tests and numerical simulations.
Gongliang Liu +5 more
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Study on Frost Heaving Characteristics of Sulfate-Bearing Sand in Seasonally Frozen Regions
Applied SciencesWith the Longzhong Water Conservation and Ecological Water Supply and Storage Reservoir Project (Upper Yellow River) as the engineering background, this study selected sulfate sandy soil from Jingtai County (Baiyin City, Gansu Province, the project area)
Kaixiang Yang +3 more
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Geofluids, 2022 The water content of the foundation soil will change dynamically as a result of rainfall, snowfall, and ground surface evaporation, leading to a significant change in frost heave properties of the foundation soil in cold regions. One-dimensional freezing
Yongtao Wang +5 more
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Journal of Rock Mechanics and Geotechnical Engineering, 2022 Artificial freezing of water-bearing soil layers composing a sedimentary deposit can induce frost heave and water migration that affect the natural stress–strain state of the soil layers and freezing process.
M. Zhelnin +5 more
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