Results 101 to 110 of about 6,260 (209)
Research on Prediction Model of Earth-rockfill Dam Deformation Based on BP Neural Network
Dam deformation is a result of the combined action of multiple loads at the same time. Itis a key technology for prediction and diagnosis of deformation by exploring the potential laws anddevelopment trends of displacement monitoring data. However, the existing normal analysis methodssuch as GNSS+ prism, and automatic monitoring system have large non ...
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The traditional evaluation concept for the design of earth-rock dams relies on a limited number of test pit results, leading to issues such as insufficient data and poor representativeness.
Yu Shu +5 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]
Ran L, Yang J, Ma C, Cheng L, Zhou M.
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The Gouhou Dam was a concrete-faced rockfill dam built in a steep canyon that collapsed in 1993 due to internal erosion during the initial reservoir filling. In this paper, the process of water infiltration into the originally unsaturated rockfill dam is
Chen, Qun, Zhang, Limin
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EARTH CORE ROCKFILL DAM: INTERACTION OF WATER AND SOIL
Accuracy of results of numerical modeling of the structure stress-strain state (SSS) depends on adequacy of design scheme. At elaboration of design scheme of an embankment dam the important aspect is selection of force loads from water. Water medium may
Mikhail Sainov, Aleksandr Boldin
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In the numerical simulation of earth-rock dam, accurate and reliable mechanical parameters of the dam material are the important basis for dam deformation predictions and dam safety evaluations.
Litan Pan +5 more
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History of Tehri Rockfill Dam Design
A 260.5 m high rockfill dam is one of the main components of Tehri Dam Project which is under construction for the last over seventeen years. During this period detailed site investigations have been carried out and design of the dam is kept under ...
Lavania, Bhagwat V. K.
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This paper presents a study of identification of constitutive parameter values in the Mohr-Coulomb model by inverse analysis of an earth and rockfill dam application.
Levasseur, Séverine, +3 more
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Influence of Scale Effect on Strength and Deformation Characteristics of Rockfill Materials. [PDF]
Han H, Li J, Shi J, Yang C.
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Study on Earthquake-Induced Permanent Deformation of Earth-Rockfill Dams
Based on the experimental data, a three-dimensional (3-D) nonlinear effective stress seismic response analysis method of earth-rockfill dams is proposed with the dissipation and diffusion of seismic pore-water pressure been considered.
Wang, Wen-shao, Zhao, Jian-ming
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