Results 91 to 100 of about 1,880 (181)
InSAR Observation and Numerical Modeling of the Earth-Dam Displacement of Shuibuya Dam (China)
, 2016 How to accurately determine the mechanical parameters of rockfill is one of the key issues of concrete-face rockfill dams. Parameter back-analysis using internal or external monitoring data has been proven to be an efficient way to solve this problem ...
Shaolin Li +3 more
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Sinkholes in Earth Dam Kota Barrage [India]
, 1998 Kota Barrage is the lowermost hydraulic structure amongst the series of four dams built across the river Chambal, a tributary of the river Yamuna in the Ganga Basin. It is situated near the Kota City, Rajasthan in India and is in operation since November,
Talwar, V. K. +2 more
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Design and performance of the Yele asphalt-core rockfill dam
, 2010 The planning, design, and performance of the Yele asphalt-core rockfill dam in Sichuan Province, China, are presented. The dam has a maximum height of 124.5 m, is located in a very seismic region with inclement climate, and is founded on a geologically ...
Kaare Höeg, Weibiao Wang, Yingbo Zhang
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Stress-strain study for one rockfill aiming concrete face rockfill dam.
, 2007 O crescimento do número de Barragens de Enrocamento com Face de Concreto (BEFC) no Brasil e no mundo e os problemas relacionados com a movimentação da face motivaram o desenvolvimento deste estudo sobre o comportamento mecânico do enrocamento. Geralmente,
Basso, Rafael Vinícius +1 more
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The Wetting Deformation Model of Rockfill and Its Two Methods for Simulating Rockfill Dam Collapse Settlement. [PDF]
ScientificWorldJournal, 2023 Pan L, Fan Z, Wang D, Zhou X.
europepmc +1 more source
Advances in Civil EngineeringThe additive mass method (AMM) is applied to test the compaction density of soil–rock mixtures (S–RMs) due to its high efficiency, nondestructiveness and accuracy. However, there is no systematic research on influence factor of AMM.
Zhiyu Dai +3 more
doaj +1 more source
Unusual Behaviour of an Earth-Rockhill Dam
, 1988 The post-construction behaviour of a 47.5 m high and 700 m long earth-rockfill dam, located in northwestern Iran, is described. The embankment dam is founded on Tertiary rock on both abutments, but in the river channel it rests on alluvial deposits of ...
Brenner, R. P. +2 more
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A simplified physically-based breach model for a high concrete-faced rockfill dam: A case study
, 2018 A simplified physically-based model was developed to simulate the breaching process of the Gouhou concrete-faced rockfill dam (CFRD), which is the only breach case of a high CFRD in the world.
Sheng-shui Chen +2 more
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Global sensitivity analysis of parameters based on sPCE: The case study of a concrete face rockfill dam in northwest China. [PDF]
PLoS One, 2023 Ran L, Yang J, Ma C, Cheng L, Zhou M.
europepmc +1 more source
, 2016 Settlement is one of the most important deformation characteristics of high concrete faced rockfill dams (CFRDs, >100 m). High CFRDs safety would pose a great threat to the security of people’s lives and property downstream if this kind of deformation
Shaolin Li +3 more
core +1 more source