Results 11 to 20 of about 549 (185)

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

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

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

A simulation-optimization approach to determine optimum features of detention rockfill dams under flood condition [PDF]

open access: yesمهندسی منابع آب, 2019
Detention rockfill dams are one of the structural methods that can control flood risks with no impermeable core or membrane. These dams decrease the maximum discharge of flood hydrograph and postpone the time of its occurrence reducing life and financial
Nafiseh Khoramshokooh   +2 more
doaj  

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

Development and initial application of test devices for leakage of earth-rockfill dams

open access: yesYantu gongcheng xuebao, 2023
To accurately simulate the seepage characteristics of earth-rockfill dams during leakage, a test device is developed. The device can precisely control the test variables such as platform slope, water supply discharge, water temperature, etc.
MA Zhaoyang , REN Jie , NAN Shenghao , XU Song
doaj   +1 more source

Dynamic responses of concrete-faced rockfill dam due to different seismic motion input methods

open access: yesInternational Journal of Distributed Sensor Networks, 2018
The concrete-faced rockfill dam valley foundation was considered as an open energy system and a reasonable non-uniform seismic motion input method was applied to the dynamic analysis of a concrete-faced rockfill dam based on the generalized plastic model.
Bin Xu   +4 more
doaj   +1 more source

The Cemented Material Dam: A New, Environmentally Friendly Type of Dam

open access: yesEngineering, 2016
The first author proposed the concept of the cemented material dam (CMD) in 2009. This concept was aimed at building an environmentally friendly dam in a safer and more economical way for both the dam and the area downstream.
Jinsheng Jia   +3 more
doaj   +1 more source

Simulation and Impact Analysis of Flooding Caused by the Break of a Concrete-face Rockfill Dam

open access: yesRenmin Zhujiang, 2022
Simulation and impact analysis of flooding caused by the break of water reservoir dams is a research priority in the field of prevention and mitigation of disasters surrounding water conservancy projects.To study the scope of submergence and the ...
ZHAN Mingqiang   +3 more
doaj  

Stochastic seismic stability analysis of dam slopes considering softening of rockfills

open access: yesYantu gongcheng xuebao, 2019
The rockfills of earth-rockfill dams gradually show softening characteristics subjected to earthquakes, especially strong ones, which will affect the safety of dam slopes.
KONG Xian-jing 1, 2, PANG Rui 1, 2, XU Bin 1,2, ZHOU Yang 1, 2, ZOU De-gao 1, 2
doaj   +1 more source

Home - About - Disclaimer - Privacy