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freeze-thaw index

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Image
Isoline map of the freeze–thaw severity index of Turkey (numbers indicate freeze and thaw cycles).
Published: 01 May 2009
Fig. 2 Isoline map of the freezethaw severity index of Turkey (numbers indicate freeze and thaw cycles).
Image
Bank erosion rates, annual freeze-thaw cycles, storm intensity index, and density of riparian trees from 1937 to 2005. Median values for each time period are connected with a solid line, and the median value for 1937 is extended throughout all time periods (using a dashed line) to provide a basis for comparing changes through time.
Published: 01 January 2009
Figure 2. Bank erosion rates, annual freeze-thaw cycles, storm intensity index, and density of riparian trees from 1937 to 2005. Median values for each time period are connected with a solid line, and the median value for 1937 is extended throughout all time periods (using a dashed line
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Winter rock surface and fracture temperatures recorded at the Sydenham Hill site (probes 1 and 2). Sustained freeze–thaw period (solid black box) represents the longest period of continuous temperatures meeting the freezing-index criterion. Diurnal freeze–thaw period (area within dashed black lines) is determined by the first and last potentially effective freeze–thaw cycle observed within the study period.
Published: 18 October 2022
Fig. 6. Winter rock surface and fracture temperatures recorded at the Sydenham Hill site (probes 1 and 2). Sustained freezethaw period (solid black box) represents the longest period of continuous temperatures meeting the freezing-index criterion. Diurnal freezethaw period (area within dashed
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Winter rock surface and fracture temperatures recorded at the Mountview Falls site (probes 5 and 6). Sustained freeze–thaw period (solid black box) represents the longest period of continuous temperatures meeting the freezing-index criterion. Diurnal freeze–thaw period (area within dashed black lines) is determined by the first and last potentially effective freeze–thaw cycle observed within the study period.
Published: 18 October 2022
Fig. 8. Winter rock surface and fracture temperatures recorded at the Mountview Falls site (probes 5 and 6). Sustained freezethaw period (solid black box) represents the longest period of continuous temperatures meeting the freezing-index criterion. Diurnal freezethaw period (area within dashed
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Winter rock surface and fracture temperatures recorded at the Queen Street Hill site (probes 3 and 4). Sustained freeze–thaw period (solid black box) represents the longest period of continuous temperatures meeting the freezing-index criterion. Diurnal freeze–thaw period (area within dashed black lines) is determined by the first and last potentially effective freeze–thaw cycle observed within the study period.
Published: 18 October 2022
Fig. 7. Winter rock surface and fracture temperatures recorded at the Queen Street Hill site (probes 3 and 4). Sustained freezethaw period (solid black box) represents the longest period of continuous temperatures meeting the freezing-index criterion. Diurnal freezethaw period (area within
Journal Article
Published: 25 March 2020
Quarterly Journal of Engineering Geology and Hydrogeology (2020) 53 (4): 579–586.
... and plasticity index first increased and then decreased. An increase in the initial water content resulted in more significant changes. In contrast to the undisturbed soil samples, the freezethaw cycles caused non-collapsible remoulded loess-like soil to collapse. Furthermore, microscopic evaluation allowed us...
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Series: Geological Society, London, Special Publications
Published: 01 January 2010
DOI: 10.1144/SP333.6
EISBN: 9781862395817
... Abstract An abandoned subsurface Oya tuff quarry in Japan had abundant salt efflorescence in winter. Besides salt weathering, freeze-thaw weathering and slaking were likely to occur because of winter temperatures below 0 °C and the presence of swelling clays in the rock. Field surveys were...
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Journal Article
Published: 01 November 1982
Environmental & Engineering Geoscience (1982) xix (4): 371–384.
... content of silt and clay size and pore characteristics, as measured by either the mercury intrusion method or the pore index test, are the most reliable indicators of freeze-thaw durability. Nondurable aggregates are characterized by a residue content in excess of 20 percent, a large pore volume...
Journal Article
Journal: Geophysics
Published: 01 February 1994
Geophysics (1994) 59 (2): 245–251.
... space. Measurements of crack porosity were conducted by hydrostatic compression tests on cubic rock samples that had been submitted to these freeze/thaw cycles. These measurements are used as an index of crack formation. The hydrostatic compression tests confirmed the phases of rock damage that were...
Journal Article
Published: 01 May 2009
Quarterly Journal of Engineering Geology and Hydrogeology (2009) 42 (2): 179–198.
...Fig. 2 Isoline map of the freezethaw severity index of Turkey (numbers indicate freeze and thaw cycles). ...
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Journal Article
Published: 24 March 2017
Quarterly Journal of Engineering Geology and Hydrogeology (2017) 50 (2): 117–125.
... in characteristics such as quality, elastic velocity, stress–strain curves and uniaxial compressive strength. Varying numbers of cycles of either freezethaw or dry–wet weathering processes, or an alternating combination of the two cycles, were applied to samples. Rules defining the correlative index of slate...
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Fig. 3.
Published: 23 June 2016
Fig. 3. TTOP model implementation presented in this study. TDD, thawing degree-days; FDD, freezing degree-days; MAAT, mean annual air temperature (°C); nF, freezing n-factor; GST, ground surface temperature (°C); SRratio, snow redistribution ratio; nT, thawing n-factor; TTOP, temperature
Journal Article
Published: 18 October 2022
Geological Magazine (2022) 159 (11-12): 2060–2081.
...Fig. 6. Winter rock surface and fracture temperatures recorded at the Sydenham Hill site (probes 1 and 2). Sustained freezethaw period (solid black box) represents the longest period of continuous temperatures meeting the freezing-index criterion. Diurnal freezethaw period (area within dashed...
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Journal Article
Published: 01 February 2003
Environmental & Engineering Geoscience (2003) 9 (2): 117–130.
... of a select group of sandstones, namely specific gravity, dry density, porosity, absorption, durability (in terms of second-cycle slake durability index), and unconfined compressive strength. Determine the effect of cyclic heating and cooling, wetting and drying, and freezing and thawing on the unconfined...
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Published: 01 January 2009
DOI: 10.1130/2009.monitoring(08)
EISBN: 9780813759432
... will experience more intense freeze-thaw and frost action than those in arid areas. The concept of a freeze-thaw index is based upon the perspective that areas subjected to increased frost action and freeze-thaw cycles are likely to exhibit higher rates of erosion. Some geographic areas rarely experience...
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Journal Article
Published: 01 March 2023
Jour. Geol. Soc. India (2023) 99 (3): 390–396.
...) Estimating the index properties of deteriorated carbonate rocks due to freezethaw and thermal shock weathering . Internat. Jour. Rock Mech. Min. Sci. , v. 43 , pp. 767 – 775 . Yavuz , H. (2011) Effect of freezethaw and thermal shock weathering on the physical and mechanical properties...
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Series: Geological Society, London, Special Publications
Published: 01 January 2007
DOI: 10.1144/GSL.SP.2007.271.01.24
EISBN: 9781862395190
... effective porosity controls the weathering susceptibility of tuffs. Frequent larger micropores are the main causes of freeze-thaw-related weathering. Besides clays, newly formed gypsum and calcite are the weathering-related index minerals. Schmidt hammer rebound values mark the weathering process when...
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Journal Article
Published: 21 May 2021
Quarterly Journal of Engineering Geology and Hydrogeology (2021) 54 (4): qjegh2020-134.
.... The experiments, including the Atterberg limits, standard Proctor compaction, uniaxial compressive strength, strength and freezethaw durability tests, were performed on prepared samples. Also, to determine the bearing capacity of the contaminated and intact substrates, a plate load test was conducted at the site...
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Journal Article
Published: 06 September 2024
Seismological Research Letters (2025) 96 (1): 282–293.
... that the HVSR variations can be attributed to the presence of a thin layer of ground frost. Besides velocity variations, the seismic attenuation during the freezing and thawing cycles is used to evaluate the changes in soil structure and properties. The quality factor Q provides an effective index...
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Journal Article
Journal: Lithosphere
Publisher: GSW
Published: 18 November 2024
Lithosphere (2024) 2024 (4): lithosphere_2024_200.
... hovered around 0°C, indicating continuous freezing, whereas soil moisture experienced six significant fluctuations, reflecting repeated freeze-thaw cycles. From mid-June to the end of November, ground temperatures remained consistently below 0°C, and soil moisture remained below 10%, indicating frozen...
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