Results 41 to 50 of about 423 (176)

Influence of Mine Dewatering‐Effluent Cycling on Arsenic Loading in a Gold Mine Tailings Containment Area

open access: yesWater Resources Research, Volume 61, Issue 10, October 2025.
Abstract The Giant Mine (1948–1999) generated 16 Mt of Au‐bearing mill tailings (2800 mg kg−1) originating from a mixture of flotation tailings (84.8 wt%), calcine residues (14.4 wt.%), and arsenic trioxide roaster waste (0.8 wt.%). A water treatment system for high As mine dewatering effluent has operated since the end of mine operations, with the ...
David M. Hilger   +4 more
wiley   +1 more source

Seismic responses of high concrete face rockfill dams: A case study

open access: yesWater Science and Engineering, 2016
Seismic responses of the Zipingpu concrete face rockfill dam were analyzed using the finite element method. The dynamic behavior of rockfill materials was modeled with a viscoelastic model and an empirical permanent strain model.
Sheng-shui Chen   +3 more
doaj   +1 more source

A characterization model for time‐dependent displacement of concrete dams

open access: yesComputer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 23, Page 3707-3725, 19 September 2025.
Abstract Time‐dependent displacement caused by creep and shrinkage can significantly affect the structural performance and even shorten the service life of a concrete structure, which is designed for decades or longer, resulting in a safety risk. Unlike in long‐spanning structures such as bridges, where the time‐dependent displacement is readily ...
Kefu Yao   +4 more
wiley   +1 more source

Creep model for rockfill materials based on particle breakage energy consumption

open access: yesYantu gongcheng xuebao
Due 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
doaj   +1 more source

Filling standards and gradation optimization of rockfill materials

open access: yesYantu gongcheng xuebao, 2018
Based on the fractal theory, a large number of relative density tests, compression tests and triaxial tests on rockfill are carried out. The relationships among gradation, dry density, compressive modulus, failure strength and particle breakage of ...
ZHU Sheng 1,2, ZHONG Chun-xin 1, ZHENG Xi-lei 2, GAO Zhuang-pin 1, ZHAN Zhen-gang 3
doaj   +1 more source

Influence of particle breakage on scale effect of filling characteristics of rockfill material

open access: yesYantu gongcheng xuebao, 2020
The filling characteristics of rockfill materials are closely related to their mechanical properties. They can be changed by particle breakage, which is one of the main factors of the scale effect of rockfill materials.
XU Kun 1, ZHOU Wei 2, MA Gang 2
doaj   +1 more source

Comprehensive review of innovative construction technology of high‐core rockfill dam: Nuozhadu project

open access: yesRiver, Volume 4, Issue 2, Page 135-148, May 2025.
Abstract Underpinned by the ultrahigh‐core rockfill dam at the Nuozhadu Hydropower Station, comprehensive studies and engineering practices have been conducted to address several critical challenges: coordination of seepage deformation in dam materials, prevention and control of high‐water‐pressure seepage failure, static and dynamic deformation ...
Biao Liu   +6 more
wiley   +1 more source

Geophysical imaging of the subsurface seismic structure of the Chestnut Hill Reservoir earth embankment dam (Massachusetts)

open access: yesNear Surface Geophysics, Volume 23, Issue 2, Page 105-120, April 2025.
Abstract Degradation within a manmade earth embankment structure is often unobservable from the surface. In order to evaluate the structural integrity of earth embankment levees and dams and identify subsurface zones of weakness that may result in the future failures of such structures, various geophysical methods have been proposed as effective ...
Steven J. Maniscalco, John E. Ebel
wiley   +1 more source

Construction and Analysis of Slope Plane Deformation of High CFRD Based on Statistical Analysis of Multi‐Points Monitoring Data

open access: yesEngineering Reports, Volume 7, Issue 3, March 2025.
This study proposed a method of modeling and analysis of dam slope plane deformation based on multi‐points monitoring data. Firstly, based on the sort out and analyze of actual monitoring data of the Hongjiadu CFRD, the deformation property of the dam has been mastered.
Xiongxiong Zhou   +4 more
wiley   +1 more source

Effect of uncertainties in breach location and breach mechanisms on risk‐related classification of off‐stream reservoirs

open access: yesJournal of Flood Risk Management, Volume 18, Issue 1, March 2025.
Abstract Off‐stream reservoirs are artificial water storage structures that increase the flood risk of an area. In some places, related risk reduction plans are based on a risk classification of these structures, which follows local water resource management regulations. These classification methods typically follow deterministic qualitative guidelines
Nathalia Silva‐Cancino   +1 more
wiley   +1 more source

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