Results 21 to 30 of about 4,929,479 (165)
Gradation design method for rockfill materials based on fractal theory
Yantu gongcheng xuebao, 2017 According to the fractal theory, the fractal distribution formula of gradation for rockfill materials is deduced. The field gradation data of six dams with clay core and five 200 m-high CFRDs are used to verify the relevant achievements. The result shows
ZHU Sheng 1,2, DENG Shi-de 1,2, NING Zhi-yuan 1,2, WANG Jing 1,2
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Particle breakage characteristics of rockfill materials and correction of Wan-Guo hardening rule
Yantu gongcheng xuebao, 2020 The particle breakage problem of super-high rockfill dams is a hot issue in the current researches. For the rockfill materials of the world's highest concrete faced rockfill dam, Shuibuya Dam, the consolidated drained tri-axial tests with the maximum ...
SUN Da-wei 1, 2, ZHANG Liang 1, 2, XU Zhi-hua 1, 2, ZHANG Guo-dong 1, 2
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State-dependent 3D multi-mechanism bounding surface model for rockfills
Yantu gongcheng xuebao, 2018 The rockfill materials have been widely used in the construction of rockfill dams due to their high strength, small deformation and strong permeability. The strength and deformation characteristics of the rockfill materials are essential prerequisites to ...
FANG Huo-lang 1,2, CAI Yun-hui 1, WANG Wen-jie 1
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The influence of membranes on tests of coarse-grained materials at low cell pressures
, 2014 In triaxial tests on small specimens of sands/silts and clays, cell pressures are usually greater than 100 kPa and membranes are relatively thin (~0.3 mm).
Powrie, W. +3 more
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Water Science and Engineering, 2023 Numerical simulation of concrete-faced rockfill dams (CFRDs) considering the spatial variability of rockfill has become a popular research topic in recent years.
Qin Ke +3 more
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Experimental study on effect of scaling on compact density of coarse-grained soils
Yantu gongcheng xuebao, 2019 There is a certain difference in compact density of rockfill materials between the real gradation and corresponding scaling gradation. In order to describe the difference quantitatively, the scaling effect can be divided into two parts, changes of the ...
WU Er-lu 1, 2, ZHU Jun-gao 1,2, GUO Wan-li 3, CHEN Ge 1, 2
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Yantu gongcheng xuebao, 2022 Several ultra-high earth and rockfill dams up to 250 to 300 m in height are to be built in the intensive earthquake regions of West China. The strong outburst and high uncertainty of strong earthquakes pose a great threat to the safety of ultra-high ...
ZOU De-gao 1, 2, LIU Jing-mao 1, 2, KONG Xian-jing 1, 2, CHEN Kai 1, 2, QU Yong-qian 1, 2, NING Fan-wei 1, 2, GONG Jin 1, 2
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Dependence of shape on particle size for a crushed rock railway ballast [PDF]
, 2013 Laboratory testing of railway ballast poses practical difficulties because the particle size is often too large for most standard apparatus. There are therefore advantages in developing a scaled material whose behavior is representative of the full size ...
Le Pen, Louis +9 more
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Investigation of Mechanical Behaviour of Rockfill Materials
, 2023 © 2024 Reza AsadiThe study of the mechanical behaviour of rockfill material, an essential element in diverse geotechnical applications including dams, railway subgrades, and offshore structures, continues to be a critical area of exploration due to its ...
Asadi, Reza
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Advances in Civil Engineering, 2018 Rockfill materials and foundation continuously interact with each other during lifetime of the rockfill dams. This interaction condition alters the viscoplastic behaviour of these dams in time.
Memduh Karalar, Murat Çavuşli
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