Results 1 to 10 of about 349 (137)

The Wetting Deformation Model of Rockfill and Its Two Methods for Simulating Rockfill Dam Collapse Settlement [PDF]

open access: yesThe Scientific World Journal, 2023
The wetting deformation of the upstream dam shell material during the impoundment of the core wall rockfill dam seriously affects the safety of the dam.
Litan Pan   +3 more
doaj   +2 more sources

A laboratory-based test procedure for the investigation of slaking-induced changes in geotechnical properties of tailing dam embankment materials [PDF]

open access: yesHeliyon
Slaking is a process of material parameters alteration resulting from wetting-drying cycles, changes in overburden stress, and chemical interactions. Tailings Storage Facilities (TSF) constructed with materials prone to slaking may experience breaches ...
Chaminda Gallage   +4 more
doaj   +2 more sources

Fractures in non-homogeneous rockfill materials from a micromechanics perspective [PDF]

open access: yesJournal of Hydraulic Structures, 2022
This study investigates particle breakage and cracks propagation of non-homogeneous rockfill materials, particularly conglomerates, from a microscale perspective. The conglomerate's materials were gathered from Masjed-E-Soleyman, MES, rockfill dam, Iran.
Saber Alidadi   +2 more
doaj   +1 more source

Rockfill material uncertainty inversion analysis of concrete-faced rockfill dams using stacking ensemble strategy and Jaya optimizer

open access: yesWater Science and Engineering, 2023
Numerical simulation of concrete-faced rockfill dams (CFRDs) considering the spatial variability of rockfill has become a popular research topic in recent years.
Qin Ke   +3 more
doaj   +1 more source

Strength and stiffness parameters for hardening soil model of rockfill materials

open access: yesSoils and Foundations, 2021
In recent years, an increasing number of rockfill dams have been constructed in many developing countries around the world. One difficulty in the engineering design and construction of rockfill dams is the characterisation of the rockfill materials ...
Raksiri Sukkarak   +3 more
doaj   +1 more source

A Study of the Rockfill Material Behavior in Large-Scale Tests [PDF]

open access: yesCivil Engineering Infrastructures Journal, 2013
Inspecting the behavior of the rockfill materials is of significant importance in analysis of rockfill dams. Since the dimensions of grains in such materials are greater than the conventional sizes suitable for soil mechanics tests, it is necessary to ...
Ali Ghanbari   +2 more
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

Modeling the triaxial behavior of riverbed and blasted quarried rockfill materials using hardening soil model

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2016
Riverbed modeled rockfill material from Noa Dehing dam project, Arunachal Pradesh, India and blasted quarried modeled rockfill material from Kol dam project, Himachal Pradesh, India were considered for this research. Riverbed rockfill material is rounded
N.P. Honkanadavar, K.G. Sharma
doaj   +1 more source

Effects of particle size and confining pressure on breakage factor of rockfill materials using medium triaxial test

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2016
Rockfill dams are mostly constructed using blasted rockfill materials obtained by blasting rocks or alluvial rockfill materials collected from the riverbeds.
Ashok Kumar Gupta
doaj   +1 more source

Model Test on Mechanical and Deformation Property of a Geomembrane Surface Barrier for a High Rockfill Dam

open access: yesApplied Sciences, 2021
The cushion of a geomembrane surface barrier of a high rockfill dam built on deep overburden is prone to crack and fail because of excessive flexural deformation.
Haimin Wu   +3 more
doaj   +1 more source

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