Relevant bibliographies by topics / Concrete gravity dam

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Concrete gravity dam'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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Journal articles on the topic "Concrete gravity dam"

1

Wen, Zhong Hua, and Juan Zhou. "Stability Analysis of Concrete Gravity Dam." Applied Mechanics and Materials 238 (November 2012): 252–55. http://dx.doi.org/10.4028/www.scientific.net/amm.238.252.

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The safety is first-class important event of the dam. The crash for the gravity dam usually causes due to slid, the slippery stable is a key problem of big dam. This paper checks the stability of one dam by rigid body limit equilibrium method and finite element technique. Rigid body limit equilibrium method is a kind of traditional stable analytical method, which is confirmed by factual engineering, the safe coefficient is always used to judge the big dam safety degree. The finite element technique is a method which is quickly developed in the calculator science and the basic theories of the rock soil mechanics. The paper compares the two methods and makes sure the fact that the finite element is more reasonable than rigid body limit equilibrium method for analyzing the stability of gravity dam.
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Ji, Dong Yu. "Three-Dimensional Finite Element Analysis for Concrete Gravity Dam of Shachang Reservoir." Applied Mechanics and Materials 488-489 (January 2014): 565–68. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.565.

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Through analyzing concrete gravity dam structures mechanical characteristics in construction process and operating process, this paper adopts finite element method to carry out structural analysis for concrete gravity dam of Shachang reservoir. Deducing distribution law of the dams stress and displacement in construction process and operating process. Analysis results show that, concrete gravity dam of Shachang reservoir is reasonable, it meets the requirements for design. The analysis results provide a certain reference for design and construction of concrete gravity dam structure.
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Lu, Lu, Xin Li, Jing Zhou, Genda Chen, and Dong Yun. "Numerical Simulation of Shock Response and Dynamic Fracture of a Concrete Dam Subjected to Impact Load." Earth Sciences Research Journal 20, no. 1 (April 30, 2016): 1–6. http://dx.doi.org/10.15446/esrj.v20n1.54133.

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<p>The shock response and dynamic fracture of concrete gravity dams under impact load are the key problems to evaluate the antiknock safety of the dam. This study aims at understanding the effects of impact shock on the elastic response and dynamic fracture of concrete gravity dams. Firstly, this paper uses acceleration records of a concrete gravity dam under impact to establish the correct way to determine the concrete gravity dam of the fundamental frequency and present cut sheets multi-degree-of-freedom dynamic modeling. Under strong impact loading, the constitutive relation of concrete gravity dam and the highest frequency of the impact are uncertain. So, the main advantage of this method is avoiding the use of elastic modulus in the calculation. The result indicates that the calculation method is a reliable computational method for concrete gravity dams subjected to impact. Subsequently, the failure process of dam models was numerically simulated based on ABAQUS commercial codes. Finally, this paper puts forward suggestions for future research based on the results of the analysis.</p>
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Zhang, Yan Yan, and Cai Ying Chen. "Temperature Stress Analysis for Concrete Dam of Jiangya Hydropower Station." Applied Mechanics and Materials 556-562 (May 2014): 683–86. http://dx.doi.org/10.4028/www.scientific.net/amm.556-562.683.

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Temperature is one of the main loads of concrete dam, adverse temperature load can lead to the dam body cracks, this paper study temperature load’s influence on concrete gravity dam. This paper use finite element method, it adopts finite element calculation software to establish concrete gravity dam’s finite element model of Jiangya hydropower station. Based on monitoring data of water temperature, air temperature, dam body temperature, foundation temperature about Jiangya hydropower station, calculates and analyzes temperature field of dam during operation period, researches stress variation law of dam under the influence of temperature field. The results showe that, temperature load has a great influence on the dam operation, but dam still meet code design requirements; when continuous high temperature during summer, dam should avoid operate under high water level; when continuous low temperature during winter, dam should avoid operate under low water level. Research results provide theoretical according for concrete gravity dam’s safe operation of Jiangya hydropower station.
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Li, Fen Hua, Fang Xing Xu, and Dong Hai Lu. "Upstream Slope Ratio Effects on the Heel Stress of Concrete Gravity Dam." Advanced Materials Research 1065-1069 (December 2014): 663–67. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.663.

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Heel is a critical area due to the high-gradient when the stress of a concrete gravity dam is analyzed. This article employed ANSYS, a kind of structure analysis software, to establish a two-dimensional model and to analyze the stress of a concrete gravity dam with Finite Element Method. Then the effects of upstream slope ratio on the stress of the dam heel in the operating conditions were researched and some valuable conclusions drawn from this paper can be adopted by the designer of concrete gravity dam.
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Jia, Chao, Feng Gao, and Yong Li. "Progressive Failure Research on Foundation Surface of Concrete Gravity Dam." Advanced Materials Research 163-167 (December 2010): 1038–43. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1038.

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Concrete dam safety is one of the hot issues in dam study with the increasing of dam’s scale and height. Sliding failure along foundation surface is a potential failure mode of concrete gravity dam, and this mode is relatively rare in practical engineering. Strength reduction method is used to analyze the progressive failure along foundation surface of concrete gravity dam, and the strength parameters of weak layer in the foundation surface are reduced to analyze the occurrence and development regularity of plastic zone. If the plastic zone of foundation surface is totally coalescent, the dam will slide along the foundation surface. To track this process, the failure path and the safety reserve coefficient would be determined. This result will provide certain scientific basis for anti-sliding stability analysis of concrete gravity dam.
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Wang, Zhi Bin, Feng Hai Ma, and Zhi Yu Zhou. "Seismic Analyses of 3D Fengman Concrete Gravity Dam." Advanced Materials Research 1065-1069 (December 2014): 586–89. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.586.

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In this paper, the new Fengman gravity dam is numerically simulated to study the seismic response and safety evaluation by considering the different strength grade concrete partition, corridor, a discharge hole and gate pier. A complex 3D FEM of a real overflow monolith was built by taking advantage of AutoCADand ANSYS, nonlinear seismic response was studied under earthquake loads. Numerical simulations show that acceleration, displacement and stresses of dam were obtained in a complex 3D FEM under seismic precautionary intensity of 7 degree earthquake loads, results compared with the dam simple models were on the safe side. Fengman dam was still safe under seismic precautionary intensity of 8 degree earthquake loads, so the dam had enough capacity to resist earthquake action. At the same time, it is concluded that 3D dynamic FEM is very important for safety evaluation of concrete gravity dam subjected to the earthquake. The research provides finite element analysis reference works for comprehensive governance and reconstruction of Fengman Hydropower Station.
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Li, Lin Ke, Ai Jun Zhang, Jin Yu Liu, Chun Jiao Hou, and Hao Dong Li. "3D Numerical Simulation of Majiabian Concrete Gravity Dam." Applied Mechanics and Materials 90-93 (September 2011): 2624–32. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.2624.

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A new method that 3D numerical simulation combined with anti-cut stability analysis is employed to analyze the stability of Majiabian gravity dam, and the results of the analysis conform to the measured value. And this method can be used in analysis of congener gravity dam. When the results of 2D sliding stability analysis satisfy Code’s requirements, elastic material can be used in 3D numerical simulation. The results of water level sensitivity analysis and deformation modulus of its foundation sensitivity analysis indicates that this gravity dam is insensitive to water level; grouting method can be adopted to enhance its foundation. The results of abutment under tension stress analysis indicate that tension stress of abutment must be considered in high gravity dam design, and arch can be used for reducing the tension stress.
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Li, Bo, Li Li Liu, Da Zhi Li, and Jun Liang. "Chang Law Analysis of the Horizontal Displacement of the Arch Crest Dam Section of the Geheyan Concrete Gravity Arch Dam." Applied Mechanics and Materials 170-173 (May 2012): 2013–16. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.2013.

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Monitoring data of the arch crown dam section of the Geheyan concrete gravity arch dam were qualitatively and quantitatively analyzed. The analysis results show that the measured data and year changes of the dam horizontal displacement are small, the influence of the water level and temperature on the arch crown dam section is normal, the influence of the aging on the dam horizontal displacement is little, and the aging component has become stable. Therefore, it can be shown that the arch crown dam section of the Geheyan concrete gravity dam is in elastic state, and the horizontal displacement is accord with general deformation law of concrete arch dams.
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Hovland, H. John, Edmund W. Medley, R. L. Volpe, Richard E. Goodman, and Charles S. Ahlgren. "Evaluating Safety of Concrete Gravity Dam on Weak Rock:Scott Dam." Journal of Geotechnical and Geoenvironmental Engineering 127, no. 10 (October 2001): 900–903. http://dx.doi.org/10.1061/(asce)1090-0241(2001)127:10(900).

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Dissertations / Theses on the topic "Concrete gravity dam"

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Yilmazturk, Sema Melek. "Three Dimensional Dynamic Response Of A Concrete Gravity Dam." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615455/index.pdf.

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Hydroelectric power is a commonly used alternative source of energy in developing countries. In this regard, concrete gravity dams are the most preferred dam type especially with the developments in the engineering industry. Roller compacted concrete became more popular in dam construction due to its advantages of speed and economy. Several methods are used for the design of concrete gravity dams by analyzing the dam response under static and dynamic loads. This study provides three dimensional linear dynamic analysis of roller compacted concrete gravity dam with a complete dam-foundation-water interaction by using EACD-3D-08 program. Foundation flexibility was included with damping and mass using boundary elements. Three dimensional solid elements were used for the idealization of the dam and water with using finite element methods. Compressibility of water with reservoir absorption was studied. In the light of USACE, performance criteria of linear analyses were assessed. Parametric study was conducted to determine the most influential parameters on the dam response. The importance and necessity of three dimensional analyses were investigated by comparing with linear two dimensional analyses. Linear analyses were then compared with three dimensional nonlinear analyses. In conclusion, the realistic dam seismic response can only be obtained by using three dimensional linear analyses with full interaction of dam-foundation-water.
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Simic, Milan. "Earthquake analysis of concrete gravity dam-foundation systems." Thesis, University of Bristol, 1994. http://hdl.handle.net/1983/418224c4-bc34-4ec8-a39e-ec5d7a6f1d4f.

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Abuladze, Vissarion. "Numerical analysis and shape optimisation of concrete gravity dams." Thesis, London South Bank University, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.336375.

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The Finite Element and Boundary Element Methods are both well established numerical techniques for analysing a wide range of engineering problems. In the present thesis these numerical techniques are used for obtaining a more realistic picture of various characteristics of concrete gravity dams. The present work addresses the behaviour of gravity dams under static loading, and the developed analysis procedure/computer package can cater for a wide range of dam characteristics including: the three-dimensional behaviour of a gravity dam-foundation-abutments system; the non-linear behaviour of a dam and foundation materials; the sequential construction of a dam and impounding of the reservoir loading on the structure; the effect on stresses of interfaces and joints existing between a dam and its foundation, and in the body of a dam itself; the action of pore water pressure within the foundation, at the dam-foundation interface, and in the body of a gravity dam; etc. Using the purpose written computer package which can cater (in an efficient and accurate way) for the influence of all such factors, mathematical programming methods are, then, used to produce a powerful tool for the shape optimisation of gravity dams leading to safe, functional and economical solutions to the problem. In the course of developing the computer program, much care has been exercised as regards the appropriate selection of the finite element types, mesh configurations and mesh densities, in order to reflect (in an efficient fashion) the variation of stress gradients in the body of a gravity dam. In order to reduce high costs associated with a full three-dimensional analysis, a rather efficient method is developed which enables one to carry out equivalent twodimensional computer runs which will effectively simulate the actual three-dimensional behaviour of gravity dams in, for example, narrow valleys. The proposed approach reduces the dimensionality of an actual problem by one, thus, eliminating the main disadvantage of the finite element method in terms of high solution costs for threedimensional problems. As a result, the proposed method makes the solution procedure highly cost effective. By coupling the finite element-boundary element (FEBE) techniques, which can cater for the material non-linearities in the appropriate regions of the foundation, an attempt is made to by-pass the individual disadvantages of both these numerical techniques. It has, then, been possible to exploit the advantages of reducing the dimensionality of the foundation region by one using the boundary element technique, and, hence, come up with significant savings in terms of computer running times. Anisotropic tangent constitutive models for plain concrete under a general state of biaxial static monotonic loading for, both, plane-stress and plane-strain states of stresses are proposed which are simple in nature, and use data readily available from uniaxial tests. These models have been implemented into the computer program which is, then, used to investigate the influence of the step-by-step construction of the dam and the sequential impoundment of the reservoir loading on the state of stresses. The non-linear program is also used to analyse various characteristics of Bratsk concrete gravity darn (in Russia). The correlations between the numerical results and extensive field measurements on this darn, have been found to be encouraging. Isoparametric quadratic interface finite elements for analysing the darnfoundation interaction problem have also been developed. These elements have zero thickness and are based on an extension of the linear interface elements reported by others. The numerical problems of ill-conditioning (usually associated with zero thickness elements) are critically investigated using test examples, and have been found to be due to inadequate finite element mesh design. Non-linear elastic tangent constitutive models for simulating the shear stress-relative displacement behaviour of interfaces have also been developed, and are used to analyse the effects of including interface elements at the dam-foundation region of contact. It is shown that the inclusion of interface elements in the numerical analyses of the dam-foundation system leads to rather significant changes in the magnitudes of the critical tensile stresses acting at the heel of the dam, which have previously been evaluated (by others) using a rigid dam-foundation interconnection scheme. Effects of pore water pressure, acting as a body force throughout the foundation, the dam-foundation interface and the body of a gravity dam, are also critically studied, with the pore pressure values predicted by seepage analysis. Using an extensive set of numerical studies, a number of previously unresolved issues as regards the influence of pore pressures on the state of stresses are clarified. The effect of drainage on the state of stresses within the body of a dam is investigated, and an insight is also given into the effect of the uplift acting at the lift lines between successive layers of Roller Compacted Concrete (ReC) dams. A shape optimisation procedure for gravity dams based on the penalty function method and a sequential unconstrained minimisation technique is also developed. A number of shape optimisations of idealised gravity dams are carried out in order to compare the numerical results with previously available analytical solutions. The present work also caters for the effects of foundation elasticity and uplift on the optimal shape of a gravity dam. A numerical example is provided covering the shape optimisation of a hollow gravity dam. Finally, the shape optimisation of an actual dam (i.e. Tvishi gravity dam in Georgia) using the presently proposed procedures is carried out with the fmal results compared with those available from the project design team. Wherever possible. numerical outputs have been checked against available small or full scale test data or previously reported closed form solutions. Throughout this thesis very encouraging correlations between the present predictions and such experimental and theoretical data have been obtained.
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Cai, Qingbo. "Finite element modelling of cracking in concrete gravity dams." Thesis, Pretoria : [s.n.], 2007. http://upetd.up.ac.za/thesis/available/etd-01302008-160623.

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Amirkolai, Mohsen Ghaemian. "Dam-reservoir interaction effect on the seismic response of concrete gravity dams /." *McMaster only, 1997.

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Sundström, Max, and Max Ivedal. "Stress and Sliding Stability Analysis of Songlin Rock-Filled Concrete Gravity Dam." Thesis, Uppsala universitet, Elektricitetslära, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-305249.

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The construction of Songlin rock-filled concrete gravity dam, located in the Yunnan province, China began in the end of 2015. In this master thesis the finite element method (FEM) based software Abaqus has been used to perform a computational analysis on tension stresses, compression stresses and sliding stability for static conditions. One overflow section and one non-overflow section of the dam have been analysed. The results of the analysis have been evaluated by comparing with Chinese standards for dam safety and is intended to help engineers with making decisions in the construction process of the dam. The measured compressive stress values of both the overflow and non-overflow section are not evaluated to be within safe levels, further evaluation is required to ensure the safety of the dam. The dam is considered to be safe from vertical tension in the analysed region, however an extended evaluation including the whole dam base is recommended. The analysed cross-sections for sliding stability can be considered safe, but further analysis is required to make a conclusion of the sliding stability of the full dam base.
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Durieux, Johan Hendrik. "Development of a practical methodology for the analysis of gravity dams using the non-linear finite element method." Diss., Pretoria : [s.n.], 2009. http://upetd.up.ac.za/thesis/available/etd-06232009-152815/.

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Johansson, Lukas, and Dan Valtersson. "Stability Analysis of Non-overflow Section of Concrete Gravity Dams : A Longtan Dam case study." Thesis, Luleå tekniska universitet, Geoteknologi, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-70724.

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Fouhy, David, and Bayona Francisco Ríos. "Reliability-Based Analysis of Concrete Dams." Thesis, KTH, Jord- och bergmekanik, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-176867.

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Dams are designed and assessed based on traditional factor of safety methodology. Several drawbacks of this approach exist; for example varying failure probability for structures where the factor of safety is the same. This traditional factor of safety methodology imposes conservative assumptions in terms of both design and analysis. A probability-based analysis has been suggested to account for the omission of uncertainties and provide a less conservative analysis (Westberg & Johansson, 2014). Through the stability analyses of three existing dam structures, a minimum level of reliability or maximum failure probability may be calculated with the ultimate goal of defining a target safety index (β-target) for buttress and gravity dams. These analyses shall in turn contribute to the formulation of a probability-based guideline for the design and assessment of Swedish concrete dams. This probability-based guideline shall be known as the ‘Probabilistic Model Code for Concrete Dams.’ The calculations carried out in this study adhere to the methodologies and specifications set out in the preliminary draft of the Probabilistic Model Code for Concrete Dams. These methodologies encompass analyses within two dominating failure modes for concrete dams; sliding stability and overturning stability. Various load combinations have been modelled for each dam structure to account for the probabilistic failure of each dam under commonly occurring circumstances. A parametric study has been carried out in order to provide insight into the contribution that existing rock bolts provide to the stability of each dam. Furthermore, a study has been carried out into the existence of a persistent rock joint or failure plane in the rock foundation and the effects its presence would have on the sliding stability of a dam. Finally a discussion had been carried out in order to provide suggestions into the formulation of a target safety index through the data envisaged by our analyses for the design and assessment of Swedish concrete dams.
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Beser, Mehmet Resat. "A Study On The Reliability-based Safety Analysis Of Concrete Gravity Dams." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12605786/index.pdf.

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Dams are large hydraulic structures constructed to meet various project demands. Their roles in both environment and the economy of a country are so important that their design and construction should be carried out for negligibly small risk. Conventional design approaches are deterministic, which ignore variations of the governing variables. To offset this limitation, high safety factors are considered that increase the cost of the structure. Reliability&ndash
based design approaches are probabilistic in nature since possible sources of uncertainties associated with the variables are identified using statistical information, which are incorporated into the reliability models. Risk analysis with the integration of risk management and risk assessment is a growing trend in dam safety. A computer program, named CADAM, which is based on probabilistic treatment of random loading and resistance terms using Monte&ndash
Carlo simulation technique, can be used for the safety analysis of gravity dams. A case study is conducted to illustrate the use of this program.
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Books on the topic "Concrete gravity dam"

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International, Workshop on Dam Fracture and Damage (1994 Chambéry France). Dam fracture and damage: Proceedings of the International Workshop on Dam Fracture and Damage/Chambery/France/16-18 March 1994. Rotterdam, Netherlands ; Brookfield, VT, USA: A.A. Balkema, 1994.

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Vasheghani, H. F. Concrete gravity dams. London: North East London Polytechnic, 1985.

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Wang, Gaohui, Wenbo Lu, and Sherong Zhang. Seismic Performance Analysis of Concrete Gravity Dams. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-6194-8.

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Izrailovich, Bronstein Vadim, Vainberg Alexander Isaakovich, Gaziev Erast Grigorievich, Landau Yuri Alexandrovich, and Mgalobelov Yuri Borisovich. Concrete Gravity and Arch Dams on Rock Foundation. Edited by Landau Yuri Alexandrovich, Mgalobelov Yuri Borisovich, and Ju B. Mgalobelov. Boca Raton : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/b22629.

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Dumanoğlu, A. Aydın. Beton ağırlık barajlarının dinamik davranışına çatlak etkisi =: The effects of cracks on the dynamic response of concrete gravity dams. Maslak, İstanbul: Türkiye Deprem Vakfı, 1999.

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Zhong li ba she ji er shi nian: Design of concrete gravity dams - a 20 year perspective. Beijing Shi: Zhongguo shui li shui dian chu ban she, 2008.

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Dumanoğlu, A. Aydın. Üniform ve asinkronize yer hareketi için beton ağırlık barajların karşılaştırmalı deprem analizi =: Comparative earthquake analysis of concrete gravity dams for uniform and asynchronous ground motion. Maslak, İstanbul: Türkiye Deprem Vakfı, 2000.

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Dumanoğlu, A. Aydın. Beton ağırlık barajların lineer ve lineer olmayan dinamik davranışına su ve kavitasyon etkisi =: Effects of water and cavitation on linear and nonlinear dynamic response of concrete gravity dams. Maslak, İstanbul: Türkiye Deprem Vakfı, 1999.

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Bullock, Rupert E. REMR management systems--navigation and reservoir structures, condition rating procedures for concrete in gravity dams, retaining walls, and spillways. [Champaign, Ill.]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1995.

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Wang, Gaohui, Wenbo Lu, and Sherong Zhang. Seismic Performance Analysis of Concrete Gravity Dams. Springer, 2020.

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Book chapters on the topic "Concrete gravity dam"

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Chowdhury, Indrajit, and Shambhu P. Dasgupta. "Earthquake Analysis of Concrete Gravity Dam." In Earthquake Analysis and Design of Industrial Structures and Infra-structures, 789–861. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-90832-8_11.

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Sur, Suchintya Kumar. "Concrete and Its Application in Concrete Gravity Dam." In A Practical Guide to Construction of Hydropower Facilities, 229–60. First edition. | New York, NY : CRC Press/Taylor & Francis Group, 2019.: CRC Press, 2019. http://dx.doi.org/10.1201/9781351233279-10.

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Soedibyo. "Remedial treatment for Menjer concrete gravity dam (Indonesia)." In Developments in Geotechnical Engineering, 469–75. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211013-41.

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Wang, Gaohui, Wenbo Lu, and Sherong Zhang. "Deterministic 3D Seismic Damage Analysis of Guandi Concrete Gravity Dam." In Seismic Performance Analysis of Concrete Gravity Dams, 243–68. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6194-8_10.

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Sarkhel, Sourav, Jyotiprakash Padhi, and Anil Kumar Dash. "Seismic Analysis of a Concrete Gravity Dam Using ABAQUS." In Recent Developments in Sustainable Infrastructure, 253–63. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4577-1_21.

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Wang, Gaohui, Wenbo Lu, and Sherong Zhang. "Seismic Performance Evaluation of Dam-Reservoir-Foundation Systems to Near-Fault Ground Motions." In Seismic Performance Analysis of Concrete Gravity Dams, 207–42. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6194-8_9.

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Chen, Zhong Hui, Jing Jing Feng, Li Li, and He Ping Xie. "Fracture Analysis on the Interface Crack of Concrete Gravity Dam." In Fracture and Damage Mechanics V, 267–70. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-413-8.267.

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Wang, Gaohui, Wenbo Lu, and Sherong Zhang. "Seismic Potential Failure Mode Analysis of Concrete Gravity Dam–Water–Foundation Systems Through Incremental Dynamic Analysis." In Seismic Performance Analysis of Concrete Gravity Dams, 79–97. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6194-8_4.

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Zainab, N. A. N., A. M. Andrew, S. Ragunathan, A. S. N. Amirah, W. H. Tan, W. Faridah, and C. C. Mah. "Performance of Concrete Gravity Dam with Different Height of Dam and Water Level Under Seismic Loadings." In Lecture Notes in Mechanical Engineering, 661–72. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0866-7_56.

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Peton, P., and T. Thénint. "Modal, Dynamic and Seismic Analyses of the Pine Flat Concrete Gravity Dam." In Lecture Notes in Civil Engineering, 237–52. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51085-5_11.

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Conference papers on the topic "Concrete gravity dam"

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Jiang, Shouyan, Chengbin Du, and Zhiming Liu. "Seismic Safety Evaluation of Cracked Concrete Gravity Dam." In Technical Council on Lifeline Earthquake Engineering Conference (TCLEE) 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41050(357)125.

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Niu, Wen-jie. "Concrete gravity dam stress analysis and application of concrete strength theory." In 2011 International Conference on Remote Sensing, Environment and Transportation Engineering (RSETE). IEEE, 2011. http://dx.doi.org/10.1109/rsete.2011.5965405.

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Vanadit-Ellis, W., and L. K. Davis. "Physical modeling of concrete gravity dam vulnerability to explosions." In 2010 International Waterside Security Conference (WSS). IEEE, 2010. http://dx.doi.org/10.1109/wssc.2010.5730291.

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Soysal Albostan, Feyza, Beyazit B. Aydin, Kagan Tuncay, Yalin Arici, and Baris Binici. "OVERLAPPING LATTICE SIMULATION OF CONCRETE GRAVITY DAM COLLAPSE SCENARIOS." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5453.18423.

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Capizzi, P., R. Martorana, C. Pirrera, and A. D'Alessandro. "Seismic Investigation for the Characterization of a Gravity Concrete Dam." In Near Surface Geoscience 2016 - 22nd European Meeting of Environmental and Engineering Geophysics. Netherlands: EAGE Publications BV, 2016. http://dx.doi.org/10.3997/2214-4609.201601922.

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Ma, Ming, Zhenzhong Shen, and Xiaoxia Tu. "Study on Deformation Early Warning Index of Concrete Gravity Dam." In 11th Biennial ASCE Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40988(323)33.

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Zainab, N. A. N., W. Faridah, A. M. Andrew, S. Ragunathan, A. S. N. Amirah, and W. H. Tan. "Performance of concrete gravity dam with various height of dam based on static pushover analysis." In PROCEEDINGS OF 8TH INTERNATIONAL CONFERENCE ON ADVANCED MATERIALS ENGINEERING & TECHNOLOGY (ICAMET 2020). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0051955.

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Li, Song-Hui, Liu Jing, and Qiu-Jing Zhou. "The Shape Optimization of Concrete Gravity Dam Based on GA-APDL." In 2010 International Conference on Measuring Technology and Mechatronics Automation (ICMTMA 2010). IEEE, 2010. http://dx.doi.org/10.1109/icmtma.2010.313.

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Hung, Vu Hoang, Trinh Quoc Cong, Li Tongchun, Jane W. Z. Lu, Andrew Y. T. Leung, Vai Pan Iu, and Kai Meng Mok. "Analysis of Factors Affecting Stress Solution at Concrete Gravity Dam Heel." In PROCEEDINGS OF THE 2ND INTERNATIONAL SYMPOSIUM ON COMPUTATIONAL MECHANICS AND THE 12TH INTERNATIONAL CONFERENCE ON THE ENHANCEMENT AND PROMOTION OF COMPUTATIONAL METHODS IN ENGINEERING AND SCIENCE. AIP, 2010. http://dx.doi.org/10.1063/1.3452075.

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Draï, Abdelkader, and B. B. Bouiadjra. "Analysis of Interfacial Fracture between Concrete and Rock in Gravity Dam." In Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)180.

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Reports on the topic "Concrete gravity dam"

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Llopis, Jose L., Michael K. Sharp, and Enrique E. Matheu. In Situ Geophysical Surveys for Estimation of Foundation Rock Properties, Concrete Gravity Section, Folsom Dam. Fort Belvoir, VA: Defense Technical Information Center, August 2005. http://dx.doi.org/10.21236/ada438857.

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Ebeling, Robert M., Larry Foster, H. W. Jones, Robert Taylor, and John Bumworth. Evaluation and Comparison of Stability Analysis and Uplift Criteria for Concrete Gravity Dams by Three Federal Agencies. Fort Belvoir, VA: Defense Technical Information Center, January 2000. http://dx.doi.org/10.21236/ada374718.

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