Results 91 to 100 of about 7,725 (269)

Study on Stability Reduction Characteristics of Earth and Rockfill Dams under Rapid Drawdown Using Fully Coupled Seepage-Stress Analysis

open access: yesAdvances in Civil Engineering, 2022
It can be a great expense to examine individually the stability of earth and rockfill dams on rapid drawdown in civil engineering practice. The aim of this present work is to clarify the safe type on the rapid drawdown among the most common types of ...
Yong Nam Ri   +4 more
doaj   +1 more source

Effects of particle size on crushing and deformation behaviors of rockfill materials

open access: yes, 2020
Strength and deformation behaviors of rockfill materials, key factors for determining the stability of dams, pertain strongly to the grain crushing characteristics. In this study, single-particle crushing tests were carried out on rockfill materials with
Yang Xiao   +5 more
semanticscholar   +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

The Simulation of Rockfill in a Characteristic of Three-Dimensional Strength [PDF]

open access: yes, 2021
To study the three-dimensional strength characteristics of rockfill material under an anisotropic state, the anisotropic state variables were introduced into the Mohr-Coulomb failure criterion, and the failure criterion describing the three-dimensional ...
Li, Xuefeng, Li, Ruijie
core  

Experimental Study of Dike‐Break Induced Flow Generated by Instantaneous Opening of the Side Gate

open access: yesJournal of Flood Risk Management, Volume 18, Issue 1, March 2025.
ABSTRACT A large‐scale experimental model of instantaneous dike‐break induced flow was conducted in this work. Water level variations in the river channel and floodplain, breach discharge, and the surface velocity field at the breach were measured during dike failure.
Dawei Zhang   +3 more
wiley   +1 more source

Compressibilidade e resistência ao cisalhamento de rejeitos de beneficiamento de carvão mineral em equipamentos de grandes dimensões [PDF]

open access: yes, 2007
Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro Tecnológico. Programa de Pós-Graduação em Engenharia Civil.O objetivo deste trabalho é avaliar a compressibilidade e a resistência ao cisalhamento de rejeitos de beneficiamento de ...
Hummes, Rodrigo André
core  

Fitting coefficients for various types of rockfill.

open access: yes, 2019
Fitting coefficients for various types of rockfill.
Jia-li He (6944711)   +2 more
core   +1 more source

Three‐dimensional characterization of particle morphology in natural gravel and blasted rock fragments using SfM‐MVS photogrammetry

open access: yesRiver, Volume 4, Issue 1, Page 70-83, February 2025.
Structure from Motion‐Multi‐View Stereo photogrammetry 3D reconstruction. Abstract This study aims to develop a high‐precision and cost‐efficient method for the three‐dimensional reconstruction of large particles in natural gravel and blasted rock fragments, utilizing Structure from Motion (SfM) and Multi‐View Stereo (MVS) techniques.
Hongchen Liu   +4 more
wiley   +1 more source

Modelling the equalizing process of rockfill dumps with a plough: Subsea cut and transport processes

open access: yes, 2011
A way to equalize granular rockfill dumps at a sea or river bed is the use of a plough. A plough can be modeled as a set of straight blades in sequence. Several cutting models for dry and saturated sand are present in the literature.
Kranendonk, W.J. (Wouter)   +1 more
core   +1 more source

Experimental study on effect of scaling on compact density of coarse-grained soils

open access: yesYantu gongcheng xuebao, 2019
There is a certain difference in compact density of rockfill materials between the real gradation and corresponding scaling gradation. In order to describe the difference quantitatively, the scaling effect can be divided into two parts, changes of the ...
WU Er-lu 1, 2, ZHU Jun-gao 1,2, GUO Wan-li 3, CHEN Ge 1, 2
doaj   +1 more source

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