Results 21 to 30 of about 5,478,875 (172)

Suction effects on rockfill compressibility [PDF]

open access: yes, 2003
A conceptual mechanism of rockfill deformation was postulated by Oldecop & Alonso (2001) on the basis of the observed rockfill behaviour in suction-controlled oedometer tests.
Alonso Pérez de Agreda, Eduardo   +1 more
core   +1 more source

Modeling Static Behavior of Rockfill Materials Based on Generalized Plasticity Model

open access: yesAdvances in Civil Engineering, 2019
Rockfill materials are commonly used for dam construction. Establishing an effective model that can reasonably describe the mechanical properties of rockfill material is very important for the calculation of earth-rock dam engineering.
Shihai Bian, Bo Wu, Yongzheng Ma
doaj   +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

Calibration and performance of two different constitutive models for rockfill materials

open access: yesWater Science and Engineering, 2016
In this paper, two different concepts for the constitutive modeling of the mechanical behavior of creep-sensitive rockfill materials are presented. Specifically, the performance of an extended generalized plasticity model proposed by Wang is compared ...
Lin-ke Li   +3 more
doaj   +1 more source

Dependence of shape on particle size for a crushed rock railway ballast [PDF]

open access: yes, 2013
Laboratory testing of railway ballast poses practical difficulties because the particle size is often too large for most standard apparatus. There are therefore advantages in developing a scaled material whose behavior is representative of the full size ...
Le Pen, Louis   +9 more
core   +1 more source

Study on the Early Warning Methods of Dynamic Landslides of Large Abandoned Rockfill Slopes

open access: yesApplied Sciences, 2020
The excavation of large-scale underground projects produces a large amount of rubble waste material that is temporarily deposited near the project site, which forms a large-scale waste rockfill artificial slope.
Nan Qiao   +4 more
doaj   +1 more source

Experimental Study and DEM Simulation of Size Effects on the Dry Density of Rockfill Material

open access: yesFrontiers in Physics, 2022
The initial dry density has a significant effect on the mechanical behavior of rockfill material (RFM). The size effects on the minimum/maximum dry density (referred to as dry density, ρd) of RFM still need further study.
Xiaolong Zhao   +10 more
doaj   +1 more source

Rockfill embankment settlement analysis of a concrete faced rockfill dam

open access: yes, 2022
In concrete faced rockfill dam construction (CFRD), after the completion of rockfill embankment, the construction process is given a halt until the major part of the settlement of rockfill embankment is completed and the construction of concrete ...
Kardeş, Doğuşcan   +3 more
core  

A three-dimensional elasto-plastic dynamic response procedure for concrete-faced rockfill dams

open access: yesInternational Journal of Distributed Sensor Networks, 2018
Equivalent linear dynamic analysis is the primary method of analysis for concrete-faced rockfill dams during earthquake. However, this method cannot be directly used to estimate permanent deformation during earthquake, which is important to evaluate the ...
Bin Xu, Yang Zhou, Jingmao Liu, Xiang Yu
doaj   +1 more source

Experimental study on filling standard of high rockfill dams with soil core

open access: yesYantu gongcheng xuebao, 2019
The monitoring data of high ECRDs have shown that the deformation coordination in dam material zones does not meet the design goal, which is related to the degree of matching in the current specifications of filling for the filtration zone, transition ...
ZHU Sheng 1, 2, ZHONG Chun-xin 1, WANG Jing 1, 2, HE Shun-bin 3
doaj   +1 more source

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