Effect of rainfall ıntensity on the stability of unsaturated slopes of silty clay soils of Kazan, Ankara, Turkey-Reference-Cited by-同舟云学术

Effect of rainfall ıntensity on the stability of unsaturated slopes of silty clay soils of Kazan, Ankara, Turkey

Published:2022-04-30 Issue:9 Volume:15 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Erdağ Ahmet^ORCID,Sinan Işık Nihat^ORCID

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-022-10174-7.pdf

Reference45 articles.

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2. Aksular I (2008) Determination of the rock mass characteristics and support systems of the new Ulus Tunnel, Ankara [M.S. - Master of Science]. Middle East Technical University.

3. Bishop AW (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 10:129–150. https://doi.org/10.1680/geot.1955.5.1.7

4. Carsel RF, Parrish RS (1988) Developing joint probability distributions of soil water retention characteristics. Water Resour Res 24:755–769. https://doi.org/10.1029/WR024i005p00755

5. Chen H, Dadson S, Chi Y (2006) Recent rainfall induced landslides and debris flow in northern Taiwan. Geomorphology 77:112–125. https://doi.org/10.1016/j.geomorph.2006.01.002

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