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Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level

LI Zhuo 1, 2, 3, HE Yong-jun 1, 2, SHENG Jin-bao 1, 2, 3, LI Hong-en 1, 2, LI Zheng 1, 2, YANG Yang 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

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Autor / responsable
LI Zhuo 1, 2, 3, HE Yong-jun 1, 2, SHENG Jin-bao 1, 2, 3, LI Hong-en 1, 2, LI Zheng 1, 2, YANG Yang 1, 2
Editorial
Editorial Office of Chinese Journal of Geotechnical Engineering
Año
2017
ISSN
1000-4548
ISSN
1000-4548
Idioma
eng
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According to the landslide characteristics of the slope of the reservoir bank of Longjiang Hydropower Station in Yunnan Province, laboratory tests are conducted to investigate the characteristics of the landslide under the combined effects of rainfall and reservoir water level. The results show that the rainfall is an important factor for causing landslides of the reservoir bank near the dam, and the effective stress of the slope is reduced by the combined effects of rainfall and reservoir water level. Therefore, the shear strength of the slope decreases, and the subsidence and cracks of the slope are induced by the action of reservoir water level. The landslide of the slope is caused by the interaction of rainfall and reservoir water level. For the soil of the slope under the reservoir water level, the moisture infiltration is sufficient, and the pore water pressure inside the slope is large. Landslides are easily induced near the reservoir bank, and such kind of landslide belongs to the drawing landslide in shallow surface.

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APA 7

LI Zhuo 1, 2. 3. H. Y. J. 1. 2. S. J. B. 1. 2. 3. L. H. E. 1. 2. L. Z. 1. 2. Y. Y. 1. 2. (2017). Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level. https://doi.org/10.11779/CJGE201703008

MLA

LI Zhuo 1, 2, 3, HE Yong-jun 1, 2, SHENG Jin-bao 1, 2, 3, LI Hong-en 1, 2, LI Zheng 1, 2, YANG Yang 1, 2. "Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level." 2017. https://doi.org/10.11779/CJGE201703008.

Chicago

LI Zhuo 1, 2, 3, HE Yong-jun 1, 2, SHENG Jin-bao 1, 2, 3, LI Hong-en 1, 2, LI Zheng 1, 2, YANG Yang 1, 2. 2017. "Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level.". https://doi.org/10.11779/CJGE201703008.

Harvard

LI Zhuo 1, 2. 3. H. Y. J. 1. 2. S. J. B. 1. 2. 3. L. H. E. 1. 2. L. Z. 1. 2. Y. Y. 1. 2. 2017, Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE201703008 [Accessed 29 Jun. 2026].

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Título
Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level
Autor / colaboradores
LI Zhuo 1, 2, 3, HE Yong-jun 1, 2, SHENG Jin-bao 1, 2, 3, LI Hong-en 1, 2, LI Zheng 1, 2, YANG Yang 1, 2
Editorial
Editorial Office of Chinese Journal of Geotechnical Engineering
Año de publicación
2017
ISSN
1000-4548
ISSN
1000-4548
Idioma
eng

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reservoir bank; slope; landslide; combined effect of rainfall and reservoir water level
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