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Biot’s consolidation with variables for influence of low-frequency vibration stimulation on radial flow in low-permeability developed reservoir
Artículo
Acceso abierto Artículo DOAJ
Biot’s consolidation with variables for influence of low-frequency vibration stimulation on radial flow in low-permeability developed reservoir
ZHENG Li-ming , PU Chun-sheng , LI Yue-jing , XU Jia-xiang , LIU Jing · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The low-frequency vibration stimulation technology can improve the seepage of fluid in low-permeability reservoir, which is rather deeper than that of the regular geotechnical formation. Few researches on the mechanisms ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Disponible en línea Ficha bibliográfica
Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level
Artículo
Acceso abierto Artículo DOAJ
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 · ISSN 1000-4548
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 t...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Disponible en línea Ficha bibliográfica
Observed data of seepage of Xianlin Reservoir dam in Hangzhou during trial operation
Artículo
Acceso abierto Artículo DOAJ
Observed data of seepage of Xianlin Reservoir dam in Hangzhou during trial operation
JIN Jian-feng 1, FANG Xu-shun 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The key point to the safety assessment of concrete face rockfill dams is the effective layout of seepage monitoring facilities and the collection and analysis of monitoring data. Through the analysis of the dam monitorin...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Disponible en línea Ficha bibliográfica
Development and application of double-ring infiltrometer
Artículo
Acceso abierto Artículo DOAJ
Development and application of double-ring infiltrometer
YU Yong-tang 1,2, LIU Zheng-hong 2, ZHANG Ji-wen 2, GAO Yuan 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to overcome the deficiency of the existing double-ring infiltrometer (DRI) for the soils with high permeability, a new DRI is developed. The device is composed of water injection system and water supply system. ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Disponible en línea Ficha bibliográfica
Slaking deformation model for rockfill materials
Artículo
Material complementario disponible Artículo DOAJ
Slaking deformation model for rockfill materials
CHI Shi-chun , ZHOU Xiong-xiong · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The safety of core wall type rockfill dams during reservoir impounding is greatly affected by the slaking deformation of upstream shell materials. The slaking deformation of the rockfill materials is analyzed using the t...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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