Chapter
Oct 21, 2021
Regional Conference on Permafrost 2021 and the 19th International Conference on Cold Regions Engineering

Deformation Caused by Frost Heave on a Rock Slope of Mudstone

Publication: Permafrost 2021: Merging Permafrost Science and Cold Regions Engineering

ABSTRACT

In this study, we measured freezing depth, amount of frost heave, and weathering depth of a mudstone slope where damage had occurred. In addition, rocks collected from the survey field were subjected to a frost heave test and a slaking test. The results of the laboratory tests show that the rocks collected at the survey field were easy to slake and had high frost susceptibility. The field survey showed that the rock slope frost heaves significantly in winter and that the surface layer of the slope thaws in spring and becomes extremely weak. Furthermore, the weathering depth of the rock slope was found to be in good agreement with the freezing depth. On the other hand, the weathering depth of the rock slope did not change during the summer, and no slaking was observed due to repeated wetting and drying.

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REFERENCES

ASTM (American Society for Testing and Materials). (2016) Standard Test Method for Slake Durability of Shales and Other Similar Weak Rocks, ASTM/D4644-16.
ASTM (American Society for Testing and Materials). (2016) Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens, ASTM/D3967-16.
ASTM (American Society for Testing and Materials). (1995) Standard Test Method for Unconfined Compressive Strength of Intact Rock Core Specimens, ASTM/D2938-95.
JGS (Japanese Geotechnical Society, Hokkaido Branch), Research Committee on Frost Damage of Slopes and Countermeasures. (2016) Guidelines for Frost Damage of Slope and Countermeasures. (in Japanese)
JMA (Japan Meteorological Agency) "Search for Historical Weather Data" <http://www.data.jma.go.jp/obd/stats/etrn/index.php> (Aug. 31, 2019).
Koyama, M. and Sasaki, H. (1967). “Frost Heave of Roads in Hokkaido and Its Countermeasures.” Proc., Int. Conf. on Low Temperature Science, Institute of Low Temperature Science, Hokkaido University, 1(2), 1323-1331.
Nakamura, D., Goto, T., Ito, Y., Suzuki, T. and Yamashita, S. (2009). “A Basic Study on Frost Susceptibility of Rock -Differences Between Frost Susceptibility of Rock and Soil-“ Proc, Int. Conf. on Cold Regions Engineering, ASCE.
Song, B., Nakamura, D. Kawaguchi, T., Kawajiri, S., Yamashita, S. and Rui, D. (2017). “Internal observation of soil in frost heave process using the X-ray CT scan.” Proc., ASCE Congress on Technical Advancement, ASCE.

Information & Authors

Information

Published In

Go to Permafrost 2021
Permafrost 2021: Merging Permafrost Science and Cold Regions Engineering
Pages: 192 - 202
Editor: Jon Zufelt, Ph.D., HDR Alaska
ISBN (Online): 978-0-7844-8358-9

History

Published online: Oct 21, 2021
Published in print: Oct 21, 2021

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Authors

Affiliations

Otgonjargal Dagvadorj [email protected]
Doctor Course of Cold Regions Engineering, Environmental and Energy Engineering, Kitami Institute of Technology, Hokkaido, Japan. E-mail: [email protected]
Dai Nakamura, Ph.D. [email protected]
Division of Civil and Environmental Engineering, Kitami Institute of Technology, Hokkaido, Japan. E-mail: [email protected]
Takayuki Kawaguchi, Ph.D. [email protected]
Division of Civil and Environmental Engineering, Kitami Institute of Technology, Hokkaido, Japan. E-mail: [email protected]
Shunzo Kawajiri, Ph.D. [email protected]
Division of Civil and Environmental Engineering, Kitami Institute of Technology, Hokkaido, Japan. E-mail: [email protected]

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