Results 31 to 40 of about 250,622 (168)

Implications of heterogeneous embankment conditions for geoelectrical investigations on dams: A case study at Mactaquac Dam, Canada

open access: yesNear Surface Geophysics, Volume 24, Issue 4, Page 303-324, August 2026.
Abstract Electrical resistivity tomography (ERT) has been shown to be effective for surveying and monitoring dams, due to the method's sensitivity to moisture content and relevant physical properties (e.g., porosity). Automated ERT systems, capable of time‐lapse monitoring, can be used to detect variations in ground conditions.
John S. Ball   +4 more
wiley   +1 more source

Determinação da resistência ao cisalhamento de enrocamento da UHE Machadinho através de ensaios de cisalhamento direto de grandes dimensões [PDF]

open access: yes, 2008
Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro Tecnológico. Programa de Pós-Graduação em Engenharia Civil.Este trabalho tem como intuito contribuir para a ampliação do conhecimento sobre o comportamento físico e mecânico dos ...
Meirelles, Márcia Collares
core  

Variation of stress-strain state of rockfill dam affected by creeping

open access: yesMagazine of Civil Engineering
Rockfill is subject to creeping and this phenomenon has negative consequences for rockfill dam stress-strain state (SSS). Recently, rockfill creeping attracts more and more attention in China where a great number of embankment dams are constructed ...
Sainov Mikhail, Zuzov Alexey
doaj   +1 more source

Extrapolation-Based Scale Effect Model for Granular Heap Modulus

open access: yesAdvances in Civil Engineering, 2023
The numerical analysis was used to predict the rockfill dam displacement, and the model parameters were calibrated using the triaxial experiments on scale-down rockfill samples. Due to the scale effect of rockfill material, the displacements were usually
Zhigang Ma, Shuaifeng Wu, Ran Wei
doaj   +1 more source

Unified modeling behavior of rockfill materials along different loading stress paths

open access: yesSoils and Foundations, 2022
Rockfill materials used for dam construction show obvious stress path dependency during construction process. The constitutive model for rockfill materials are mainly established based on conventional triaxial test.
Shihai Bian   +4 more
doaj   +1 more source

Influence of the Uncertainty in the Dam‐Breach Hydrograph on the Flood Hazard Assessment in a Valley Area

open access: yesJournal of Flood Risk Management, Volume 19, Issue 2, June 2026.
ABSTRACT The reliability of flood event simulations is a crucial aspect in terms of saving lives. The worst flood scenarios derive from possible dam failures. For earthen dams, the breaching mechanism, triggered by overtopping or piping, is affected by several modelling uncertainties, which propagate downstream and may influence flood hazard mapping ...
Andrea Antonella Graziano   +2 more
wiley   +1 more source

History of Tehri Rockfill Dam Design [PDF]

open access: yes, 1988
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.
core   +1 more source

Research on the influence of gradation variation on the mechanical properties of rockfill material

open access: yesShuili Shuiyun Gongcheng Xuebao
The variation in particle gradation of the rockfill material used for dam construction significantly affects its mechanical properties, thus influencing the stability and safety of the rockfill dams.
WU Shiyong   +5 more
doaj   +1 more source

Force Analysis of Inclined Asphalt Concrete Wall Rockfill Dam Structure

open access: yes, 2011
Through analyzing inclined asphalt concrete wall rockfill dam structure’s mechanical characteristics in construction process and operational process, this paper adopts finite element method to carry out simulation analysis for inclined asphalt concrete ...
Li Xin Han
core   +1 more source

Long-term deformation analysis of Shuibuya concrete face rockfill dam based on response surface method and improved genetic algorithm

open access: yesWater Science and Engineering, 2019
Due to the size effects of rockfill materials, the settlement difference between numerical simulation and in situ monitoring of rockfill dams is a topic of general concern.
Fu-hai Yao   +6 more
doaj   +1 more source

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