Conditions of the cavity formation and sinkholes in the practical ground
Author:
Affiliation:
1. Assistant Professor, Academic Assembly, SHIMANE University
2. Executive Officer, OYO Co., Ltd.
3. Geotechnical Engineer, OYO Co., Ltd.
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/7/2/7_v07.078/_pdf
Reference8 articles.
1. 1) Van Den Eeckhaut, M., Poesen, J. Dusar, M., Martens, V. and Duchateau, Ph. (2007): Sinkhole formation above underground limestone quarries: A case study in South Limburg (Belgium), Geomorphology, 91(1-2), 19-37
2. 2) Kuwano, R., Horii, T, Yamaguchi, K and Kohashi, H. (2010a): Formation of subsurface cavity and loosening due to defected old sewer pipe, Japanese Geotechnical Journal, 5(2), 349-361.
3. 3) Ito, R. Uno, Y and Sato, M (2018).: Experimental study on development of subsurface cavities using a backfill soil, 60th Japanese geotechnical symposium, in press.
4. 4) Hokuriku Technical and Engineering Office, Hokuriku Regional Development Bureau, MLIT (2010): Guidelines of judgement of subsurface cavities (Draft), MLIT, in Japanese.
5. 5) Kuwano, R. Sato, M. and Sera, R (2010b): Study on the detection of underground cavity and ground loosening for the prevention of ground cave-in accident, Japanese Geotechnical Journal, 5(2), 219-229.
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