Results 61 to 70 of about 549 (185)
Characterization of Stress and Deformation in Extra-high Panel Dams with High Toe Wall Compound Structure [PDF]
长江科学院院报[Objective] With advances in dam construction technology and equipment, faced rockfill dams have emerged as a highly competitive dam type. The development of concrete-faced rockfill dams (CFRDs) in China is progressing toward the goal of “taller dams and
ZHOU Heng, ZHANG Kai, HUANG Peng, DENG Li-wen
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Back Analysis on Static and Dynamic Characteristics of Zipingpu CFRD under 5.12 Wenchuan Earthquake
工程科学与技术, 2010 :According to 5.12 Wenchuan earthquake peak acceleration attenuation relations, EW, NS, UD direction of the decided dam bedrock ground peak acceleration are 510 gal, 450 gal, 420 gal, and then measured acceleration records(051MXT) are conversion to the ...
zhusheng
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Yantu gongcheng xuebao, 2018 The compaction quality of rockfill dams at any location can be estimated based on the information of compaction parameters timely acquired with the support of the digitized construction technology.
CHEN Hui , LIU Dong-hai , QI Lan
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Stress-strain state of variant of rockfill dam with conrete facing of Kambarata-1 hydropower plant
RUDN Journal of Engineering Research, 2010 The 2-D stress-strain state analyses of Kambarata and TSQ-1concrete face rockfill dams were performed using ADINA program with ideally elasto-plastic model of rockfill with Mohr-Column criterion.
Yu P Lуарichev, A V Radzinsky
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Creep model for rockfill materials based on particle breakage energy consumption
Yantu gongcheng xuebaoDue to the complex rheological characteristics of rockfill materials, the existing empirical creep models have problems such as unclear meaning and too many parameters.
CHEN Ziyu 1, LI Guoying 1, 2, MI Zhankuan 1, 2, WEI Kuangmin 1, 2
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Assessment of slopes stability of rockfill dam of Boguchansk hydropower plant
RUDN Journal of Engineering Research, 2010 Results of comparative analyses of slopes stability of Boguchansk rockfill dam under action of static and seismic loads are presented. Analyses are performed by traditional (Terzhagi) and numerical (Finite Elements) methods.
V P Tabuev
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Evaluation of hardening soil model on numerical simulation of behaviors of high rockfill dams [PDF]
Songklanakarin Journal of Science and Technology (SJST), 2011 With the continual increase in the height of concrete face rockfill dams constructed during this decade, the hyperbolicelastic model conventionally used in the numerical analyses of lower-height rockfill dams in the past practice becomes insufficientto ...
Pornthap Pramthawee +2 more
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Displacement Prediction of Earth Dam Based on MLR–SARIMA Model
工程科学与技术, 2019 In order to analyze the effects of periodic factors and trend factors on the displacement of earth-rockfill dam, and grasp the cause and trend of displacement change better, the change rule and prediction method of periodic component and trend component ...
Bin LI, Dexiu HU, Jie YANG, Lin CHENG
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Combinated seepage failure tests on cushion and transition materials for Cihaxia Hydropower Station
Yantu gongcheng xuebaoFor the ultra-high concrete face rockfill dams, natural sand and gravel materials are used as the dam materials for rockfill dam projects. The combined impermeability stability of the dam partition materials is very important to the dam safety.
CUI Jiaquan 1, MA Lingyun 1, DUAN Junbang 2, ZHANG Lu 2, CUI Jiaming 1, HE Jingbin 1, CHANG Yupeng 1
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, 2020 Destructive breakout floods that are generated by the breaching of embankments need to be assessed in the risk evaluation of potential hazards to prepare emergency action plans. The current standard practice to assess the breaching of embankment dam is with statistically derived parametric equations based on historic dam failures.
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