Evolution characteristics and mechanism of concrete performance under water pressure environment: A comprehensive review

W Xue, T Min, MS Alam, H Fan, L Liu - Structural Concrete, 2023 - Wiley Online Library
Compared with the ground service environment, the evolution of concrete performance
under a water pressure service environment is quite complex with variable conditions …

Experimental investigation on nonlinear dynamic response of concrete gravity dam-reservoir system

S Mridha, D Maity - Engineering Structures, 2014 - Elsevier
The nonlinear response of concrete gravity dam-reservoir system has been investigated by
conducting experiments on small scale model of Koyna dam on a horizontal shake table …

Numerical investigation on crack propagation process of concrete gravity dams under static and dynamic loads with in-crack reservoir pressure

YJ Wang, ZM Wu, FM Qu, W Zhang - Theoretical and Applied Fracture …, 2022 - Elsevier
Proper consideration of external and internal loads acting on concrete gravity dams is of vital
importance in concrete dam engineering, since it plays a significant role in the stability …

Seismic cracking and instability of concrete dams: Smeared crack approach

MA Hariri-Ardebili, SM Seyed-Kolbadi - Engineering Failure Analysis, 2015 - Elsevier
Modeling the material behavior and estimation of the cracking capacity of concrete dams
under the dynamic loading is important for safety operation purposes. In the present paper …

Determination of 3D near fault seismic behaviour of Oroville earth fill dam using burger material model and free field-quiet boundary conditions

M Karalar, M Cavuslu - Mathematical and Computer Modelling of …, 2022 - Taylor & Francis
In this study, the three-dimensional (3D) near-fault earthquake performance of the Oroville
dam is examined considering a special material model and various seismic boundary …

Seismic structural stability of concrete gravity dams considering transient uplift pressures in cracks

F Javanmardi, P Léger, R Tinawi - Engineering Structures, 2005 - Elsevier
A theoretical model is developed for transient water pressure variations along a tensile
seismic concrete crack with known crack wall motion history. Experimental tests are …

Experimental investigation on the effect of high-pressure water on tensile strength and microstructure of cementitious materials

X Zhao, Y Tian, J Zhou, Z Chai - Construction and Building Materials, 2023 - Elsevier
The strength of cementitious materials is strongly related to their microstructures. This paper
aims to investigate the effect of high-pressure water on the static and dynamic tensile …

Experimental study on water fracture interactions in concrete

X Chen, C Du, M You, S Jiang, L Sun - Engineering Fracture Mechanics, 2017 - Elsevier
A novel sealing device that has a minimal effect on the mechanical behaviour of concrete
specimens is proposed in this paper. This device connects one side of silicon plates to a …

An improved numerical manifold method for crack propagation of concrete gravity dams under seismic loads

Y Xu, Y Wang, L Zhou, Q Dong - Computers and Geotechnics, 2024 - Elsevier
In the safety analysis of concrete gravity dams it is necessary to consider the external load
and internal load of the dam body within a reasonable range, in which the influence of …

Investigation of the relationship of seismic intensity measures and the accumulation of damage on concrete gravity dams using incremental dynamic analysis

BF Soysal, B Binici, Y Arici - Earthquake Engineering & …, 2016 - Wiley Online Library
Nonlinear analysis tools are gaining prominence for the design and evaluation of concrete
gravity dams. The performance limits of concrete gravity dams within the framework of …