TY - GEN
T1 - Erosion Potential of Frost-Susceptible Soils Subjected to Freeze-Thaw Cycles
AU - Tohm, Calvin
AU - Bheemasetti, Tejo V.
AU - Rahman, Rashed
AU - Tabbasum, Tanzila
N1 - Publisher Copyright:
© ASCE.
PY - 2023
Y1 - 2023
N2 - This paper presents the results of a series of laboratory experiments performed to evaluate the erosion potential of silt and clay deposits that were subjected to repeated freeze-thaw cycles. The effects of climate change are more pronounced with several soil erosion, slope failures, and other mass-wasting event sites. To evaluate the erosion potential with cyclic freezing and thawing, soils from different geological formations with dominant silt and clay fractions were collected. Basic characterization of soils including unified soil classification system (USCS) classification, Atterberg limits, Proctor tests, and mineralogy were determined. The samples were prepared with three different moisture contents' optimum moisture content (OMC) and ±5% OMC. Samples were subjected to freeze-thaw (F-T) patterns using a custom-built device that facilitates top-down freezing similar to in situ conditions. After 0, 1, 2, 10, and 20 F-T cycles, samples were tested for erosion potential using a modified erosion function apparatus for different flow conditions and molded moisture content. The coefficient of soil erosion, sediment loss, and volume of eroded soil was determined for the samples after each cycle. Test results and analyses depicted that the erosion potential of these soils significantly increased with an initial increase in F-T cycles. This paper highlights the vulnerability of the soils to erosion after thawing.
AB - This paper presents the results of a series of laboratory experiments performed to evaluate the erosion potential of silt and clay deposits that were subjected to repeated freeze-thaw cycles. The effects of climate change are more pronounced with several soil erosion, slope failures, and other mass-wasting event sites. To evaluate the erosion potential with cyclic freezing and thawing, soils from different geological formations with dominant silt and clay fractions were collected. Basic characterization of soils including unified soil classification system (USCS) classification, Atterberg limits, Proctor tests, and mineralogy were determined. The samples were prepared with three different moisture contents' optimum moisture content (OMC) and ±5% OMC. Samples were subjected to freeze-thaw (F-T) patterns using a custom-built device that facilitates top-down freezing similar to in situ conditions. After 0, 1, 2, 10, and 20 F-T cycles, samples were tested for erosion potential using a modified erosion function apparatus for different flow conditions and molded moisture content. The coefficient of soil erosion, sediment loss, and volume of eroded soil was determined for the samples after each cycle. Test results and analyses depicted that the erosion potential of these soils significantly increased with an initial increase in F-T cycles. This paper highlights the vulnerability of the soils to erosion after thawing.
UR - https://www.scopus.com/pages/publications/85151625084
UR - https://www.scopus.com/pages/publications/85151625084#tab=citedBy
U2 - 10.1061/9780784484654.041
DO - 10.1061/9780784484654.041
M3 - Conference contribution
AN - SCOPUS:85151625084
T3 - Geotechnical Special Publication
SP - 402
EP - 411
BT - Geotechnical Special Publication
A2 - Rathje, Ellen
A2 - Montoya, Brina M.
A2 - Wayne, Mark H.
PB - American Society of Civil Engineers (ASCE)
T2 - 2023 Geo-Congress: Sustainable Infrastructure Solutions from the Ground Up - Geotechnics of Natural Hazards
Y2 - 26 March 2023 through 29 March 2023
ER -