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Relevant bibliographies by topics / Dam foundation

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Academic literature on the topic 'Dam foundation'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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Journal articles on the topic "Dam foundation"

1

Peng, Yun Feng. "Calculation and Control of Seepage of Hardfill Dam with Different Foundation." Advanced Materials Research 255-260 (May 2011): 3666–70. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.3666.

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As a new dam type, Hardfill dam has been arisen recently. The suitable geologic condition of t Hardfill dam construction was analyzed based on considering its characteristics in this paper; it was also studied how to choose the reasonable impervious and drainage system to control the dam body and foundation’s seepage on a given geologic condition to make sure the safety of the project. On the basis of analyzing the foundation geologic conditions of many common dam types, two kinds of typical Hardfill dam foundation were put forward. The seepage field law of dam foundation was analyzed by dam f

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Lin, Jisheng, Shaowen Yu, Yunhua Luo, et al. "Research on Stability of Dam Substation on Inclined Soft Soil Foundation Reinforced by Pile Foundation." Water 15, no. 20 (2023): 3527. http://dx.doi.org/10.3390/w15203527.

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For the construction of dam substations in coastal or mountainous areas, inclined soft soil foundations are very common. The unique engineering characteristics of inclined soft soil foundations can bring great difficulties to the construction of dam substations. In this paper, a pile foundation reinforcement dam slope model on an inclined soft soil foundation is established; the influence of different pile spacings, the pile length, and the soft soil foundation angle on the slope safety factor is studied; and the failure mechanism and stability of pile-supported dam slope foundation are analyz

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3

Wang, Xian Jun. "Study on Gravity Dam Foundation Stability Combining with Dam Foundation Deformation Behavior." Advanced Materials Research 250-253 (May 2011): 2965–69. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2965.

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Gravity dam foundation failure progress is always associated with its deformation development. So dam foundation deformation should be paid more attention in gravity dam stability analysis. Key node plays an important role in analyzing the dam foundation deformation development. But how to select key node is worth researching. A gravity dam foundation stability is studied by the development of plastic zone and key nodes’ displacements in dam foundation. The problem of key node selection is researched and a key node selection method is brought up also in this paper.

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Halder, Prasun, Saurabh Kumar, Bappaditya Manna, and K. G. Sharma. "Influence of Joint Orientation on the Behavior of Dam Foundation Resting on Jointed Rock Mass Under Earthquake Loading Condition." International Journal of Geotechnical Earthquake Engineering 10, no. 1 (2019): 1–16. http://dx.doi.org/10.4018/ijgee.2019010101.

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In this article, the effect of an intact rock foundation and foundations with different single rock joint inclinations (0°, 30°, 60°, 90°) on the dynamic response of the concrete gravity dam under strong earthquake ground motion is investigated. Discrete element analyses are carried out using UDEC to study the stress-deformation behavior of dam for two specific dynamic load combinations (LC), i.e. considering the dead weight of the dam having an empty reservoir with earthquake loading (LC-D) and considering the dead weight of the dam along with hydro-dynamic force with earthquake load (LC-E) a

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Zhong, Hong, and Hong Jun Li. "Numerical Study on Dam-Foundation-Dam Interaction." Applied Mechanics and Materials 353-356 (August 2013): 933–36. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.933.

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As dams approach the end of their design life periods, retrofitting of dams is needed in many cases. For the retrofitting procedure of building a new dam close to the existing old dam without demolishing it, the interaction between the two dams and the unbounded foundation is an important issue to be investigated. The influence of the existing dam on the dynamic response of the newly built dam is examined. Two systems are analyzed, i.e., the new dam-foundation system and the dam-foundation-dam system. For the two systems, modal analysis and time history analysis using the viscous-spring artifi

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6

Zhang, Liaojun, Tianxiao Ma, Hanyun Zhang, and Dongsheng Chen. "Dynamic Stability Discrimination Method for Concrete Dam under Complex Geological Conditions." Mathematical Problems in Engineering 2019 (December 19, 2019): 1–16. http://dx.doi.org/10.1155/2019/3702712.

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The instability of dams will bring immeasurable personal and property losses to the downstream, so it has always been a trendy topic worthy of investigation. Currently, the rigid body limit equilibrium method is the most commonly used method for the dynamic stability analysis of dams. However, under the action of earthquakes, the instability of the integral dam-foundation system threatens the safety of the dams and is of great concern. In this paper, a stability analysis method that can reflect the complex geological structural forms of dam foundations is proposed in this paper. The advantages

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7

Hanna, Alfred W., Howard D. Plewes, Raymond Wong, and William C. Seyers. "Investigations of high uplift pressures beneath a concrete dam." Canadian Geotechnical Journal 30, no. 6 (1993): 974–90. http://dx.doi.org/10.1139/t93-095.

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Deficiency investigations were undertaken at Hugh Keenleyside Dam, near Castlegar, British Columbia, to identify the nature and sources of foundation defects responsible for high uplift pressures under a section of the concrete dam. Several techniques employed in the investigations proved particularly useful in delineating the defects. These were temperature surveys and chemical analysis of flows from pressure instruments and foundation drains, air-injection tests, foundation coring and installation of additional piezometers. A comprehensive program of pressure response testing of cells, piezo

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8

Yin, Guanglin, Chaoning Lin, Taozhen Sheng, Wenbo Xue, Tongchun Li, and Siyu Chen. "Dynamic Inversion Method for Concrete Gravity Dam on Soft Rock Foundation." Applied Sciences 15, no. 9 (2025): 4750. https://doi.org/10.3390/app15094750.

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This study presents a dynamic inversion method for the concrete gravity dam on a soft rock foundation, aiming to accurately characterize the time-dependent trend of the dam’s mechanical properties. Conventional static inversion methods often overlook temporal variations in material behavior, particularly the long-term weakening of soft rock foundations under environmental influences. To address this limitation, an improved particle swarm optimization (PSO) algorithm is developed for dynamic parameter inversion, combining real-time monitoring data with finite element modeling to evaluate the ti

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9

Li, Yanan, Han Zhang, Yanling Yuan, Ling Lan, and Yongqi Su. "Research on Failure Modes and Causes of 100-m-High Core Wall Rockfill Dams." Water 16, no. 13 (2024): 1809. http://dx.doi.org/10.3390/w16131809.

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Rockfill dams are the most competitive type of dam in complex geological environments. Identifying the failure modes and causes in high dams over 100 m is critical for better guiding high dam designs and implementing safety prevention and control measures. To this end, this paper investigated numerous cases of earth–rock dam breaches and failure modes in rockfill dams globally, with a particular focus on dams over 100 m in height, encompassing all such dams in China. The study categorized dam failure modes based on whether the dams were built before or after 1980. It also examined the causes o

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Lin, Shan, Sheng Guo Cheng, and Xiao Hu Chen. "The Engineering Geological Defect Treatment of Yueliangwan Reservoir Dam Site." Applied Mechanics and Materials 638-640 (September 2014): 609–13. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.609.

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Yueliangwan Reservoir dam foundation there is fault fracture zone,silty sand layer geological and so on defects,dam foundation of inhomogeneous deformation and seepage problems is the key of the dam foundation treatment.Basis on conducting detailed geological surveying,to take remove foundation,consolidation grouting and replacement process measures to for engineering geological problems of the dam,effectively solve the inhomogeneous deformation and dam foundation seepage problems.

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Dissertations / Theses on the topic "Dam foundation"

1

Kanupreiya. "Analysis of gravity dam-foundation system for jointed rock foundations without and with shear seams." Thesis, IIT Delhi, 2019. http://eprint.iitd.ac.in:80//handle/2074/8055.

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2

Boughoufalah, Mohamed. "Earthquake input mechanisms for dam-foundation interaction." Thesis, McGill University, 1988. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63932.

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Coy, Tyler K. "Laboratory Modeling of Erosion Potential in Dam Foundations Due to Foundation Voids." DigitalCommons@USU, 2014. https://digitalcommons.usu.edu/etd/3899.

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Earthen dams and levees create high gradients and increased hydraulic pressures in the underlying soil, which can lead to erosion and other challenges. Karst formations and other defects such as cracks in the foundation and/or abutments can lead to failure mechanisms such as internal erosion. Generally these voids or cracks are filled with soil, but due to the increased pressures and gradients that dams and levees create, the original soil is pushed out, thus creating a void that acts as a conduit for more soil to follow. Different soils will erode at different rates and some even create a nat

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4

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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Wästlund, Dag. "Progressive failure research on foundation surface of the Longtan gravity dam." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-161213.

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The most common failure of concrete gravity dams is sliding along the foundation surface. This thesis studies progressive failure of the Longtan dam on the upper Hongshuie river in china.Two methods are used in this thesis; the Safety Reserve Factor (SRF) method and the Overload method. The SRF-method is used as a tool to study sliding failure along the foundation weak layer of the Longtan dam. Strength reduction coefficients decrease the cohesion and friction angle values for the weak layer of the foundation. Simulations with reduced shear strength parameter values gives information about the

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Sousa, LucrÃcia Nogueira de. "Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"." Universidade Federal do CearÃ, 2014. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=11549.

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The foundation of the Jaburu I dam it is a classical performance case of foundations in sandstone sedimentary rock. The continuous monitoring of the dam has been the detected the non-regular seepages and adopted in establishing the planning and execution of the remediation campaigns in way to keep the foundation and damâs structures in safety conditions over three decades of operation, in despite of the ineffectiveness of conventional treatment foundation in sedimentary formation that had been used. Seepage anomalies indentified since the first filling of the reservoir in some regions of emban

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Katsouli, Maria. "Seismic response of dam-foundation systems with nonlinear interface behavior." Thesis, McGill University, 1988. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=61712.

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Haeri, Seyed Mohsen. "Response of earth and rockfill dams to strong earthquakes including dam-foundation interaction effects." Thesis, Imperial College London, 1988. http://hdl.handle.net/10044/1/47094.

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Molinder, Gabriella. "Internal erosion in the pervious foundation of an embankment dam : A case study on the Lossen dam." Thesis, KTH, Vattendragsteknik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189134.

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The Lossen dam is an embankment dam in the Swedish river Ljusnan. The dam is founded on thick layers of stratified glaciofluvial sediments and till. Ever since construction, there have been problems with high pore pressures, large seepage flows and springs downstream of the right part of the dam. After the first filling of the reservoir, a large drainage trench was constructed downstream of the dam to lower pore pressures. Sinkholes and settlements downstream of the dam have occurred repeatedly over the lifetime of the dam, particularly in the area surrounding the large drainage trench. This s

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Harrison, Stella, and Siri Nöjd. "Influence of Foundation Modelling on the Seismic Response of a Concrete Dam." Thesis, KTH, Betongbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-300448.

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It is of great importance to ensure the structural safety of dams during earthquakes since a failure may cause catastrophic consequences. Conventional computation of the structural response of dams is based on a simplified approach where the foundation is considered as massless. However, recent developments have produced several new analysis methods that consider the foundation mass, modelled with absorbing boundaries and free-field forces. These newer methods are intended to simulate the seismic structural response more accurately, optimize the design and minimise future unnecessary reparatio

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Books on the topic "Dam foundation"

1

Ken, Weaver. Dam foundation grouting. ASCE Press, 2006.

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2

A, Bruce Donald, ed. Dam foundation grouting. ASCE Press, 2007.

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3

Feltrin, Glauco. Absorbing Boundaries for the Time-Domain Analysis of Dam-Reservoir-Foundation Systems. Birkhäuser Basel, 1997. http://dx.doi.org/10.1007/978-3-0348-7610-0.

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Feltrin, Glauco. Absorbing boundaries for the time-domain analysis of dam-reservoir-foundation systems. Institut für Baustatik und Konstruktion ETH Zürich, 1997.

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5

United States. Bureau of Reclamation, ed. Training aids for dam safety: Module, inspection of the foundation, abutments, and reservoir rim. [Bureau of Reclamation], 1988.

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6

Foundations, USSD Committee on. Aging of dam foundations. U.S. Society on Dams, 2001.

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7

Annandale, G. W. Rock scour of dam foundations. U.S. Society on Dams, 2008.

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8

Ulusay, Reşat. Assessment of geomechanical properties and liquefaction susceptibility of foundation soils at a dam site, southwest Turkey: Bir baraj yerinde temel zeminlerinin jeomekanik özelliklerinin ve sıvılaşma potansiyelinin değerlendirilmesi, güneybatı Türkiye. Turkish Earthquake Foundation, 1999.

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9

Workshop on Investigations and Treatment for Dam Foundations (1992 Dehra Dūn, India). Workshop on Investigations and Treatment for Dam Foundations. Central Soil and Materials Research Station, 1992.

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10

Fetzer, Claude A. Analysis of utilization of grout and grout curtains--Hoover Dam. Concrete and Structural Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1986.

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Book chapters on the topic "Dam foundation"

1

Abrahão, Ricardo. "Soft Rocks in Dam Foundation and Dam Sites." In Soft Rock Mechanics and Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29477-9_24.

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2

Asthana, B. N., and Deepak Khare. "Foundation Treatment of Dams." In Recent Advances in Dam Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-32278-6_9.

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3

Fetzer, Claude A., William F. Swiger, and Richard W. Kramer. "Earthfill Dam Construction and Foundation Treatment." In Advanced Dam Engineering for Design, Construction, and Rehabilitation. Springer US, 1988. http://dx.doi.org/10.1007/978-1-4613-0857-7_10.

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4

Leps, Thomas M. "Rockfill Dam Construction and Foundation Treatment." In Advanced Dam Engineering for Design, Construction, and Rehabilitation. Springer US, 1988. http://dx.doi.org/10.1007/978-1-4613-0857-7_13.

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Schrader, Ernest K., and William F. Swiger. "Concrete Dam Construction and Foundation Treatment." In Advanced Dam Engineering for Design, Construction, and Rehabilitation. Springer US, 1988. http://dx.doi.org/10.1007/978-1-4613-0857-7_18.

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6

Singh, Abhishek, and Shilpa Pal. "Shear Seam in Dam Foundation System." In Geostatistical and Geospatial Approaches for the Characterization of Natural Resources in the Environment. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-18663-4_77.

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Gocevski, V., and O. A. Pekau. "Analysis of Gravity Dam on Soft Foundation." In Numerical Techniques for Engineering Analysis and Design. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3653-9_25.

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8

Yan, Chunli, Jin Tu, Hui Liang, Shengshan Guo, and Deyu Li. "Seismic Safety Evaluation of a High Arch Dam-Foundation Coupling System." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-9184-2_17.

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AbstractThe seismic safety evaluation of the dam is performed based on either dam strength failure or dam abutment instability failure according to the traditional deterministic methods and concepts in the current code. However, these two failure modes are interactive and inseparable, considering only one failure mode under a strong earthquake fails to fully reflect the actual seismic performance of high arch dams. To develop a more realistic seismic safety evaluation framework for high arch dams, this paper constructs a finite element analysis model that considers the coupling of dam strength

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9

Sur, Suchintya Kumar. "Construction Methodology of Dam Foundation and Technology of Its Foundation Treatment." In A Practical Guide to Construction of Hydropower Facilities. CRC Press, 2019. http://dx.doi.org/10.1201/9781351233279-9.

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Goodman, R. E. "The foundation of Scott Dam: A case study of a complexly heterogeneous foundation." In Prediction and Performance in Rock Mechanics and Rock Engineering. Routledge, 2022. http://dx.doi.org/10.1201/9780203742334-15.

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Conference papers on the topic "Dam foundation"

1

Wu, Yong, Miao Xu, Zhifang He, and Yitao Mei. "Fuzzy and extensible comprehensive evaluation of the seepage characteristics of dam foundation faults based on projection pursuit determined indicators." In International Conference on Computer Application and Information Security (ICCAIS 2024), edited by Sadiq Ali Safaa, Pandey Hari Mohan, and Boussaid Farid. SPIE, 2025. https://doi.org/10.1117/12.3062540.

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2

Chraibi, A. F., and A. Nombré. "Comoe Dam Lateritic Foundation Treatment." In Grouting 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.003.

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Hall, Ron F., and Paul Krumm. "Remedial Foundation Grouting of Dworshak Dam." In Waterpower Conference 1999. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40440(1999)20.

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Monley, Greg J., Steve Jamieson, Henry (Sonny) Buczek, and Don Lopez. "Clear Lake Dam Replacement: RCC Dam on a Challenging Soil Foundation." In Rocky Mountain Geo-Conference 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481936.006.

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Zhiwei, Niu, Tongchun Li, and Wei Li. "Dynamic Analysis for Earth Rock-Fill Dam Including Dam-Reservoir-Foundation Interaction." In 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)256.

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Aboelata, Maged, David S. Bowles, and Duane M. McClelland. "GIS Model for Estimating Dam Failure Life Loss." In 10th United Engineering Foundation Conference. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40694(2003)11.

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Shi, Baotong, and Xiangxing Kong. "Analysis of a Dam Foundation with Vacuum Preloading." In Fourth Geo-China International Conference. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480083.007.

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Scott, Gregg A., and John Trojanowski. "Stabilizing the Spillway Section Foundation at Pueblo Dam." In Biennial Geotechnical Symposium 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40758(151)5.

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Mejia, Lelio, Michael Forrest, John Bischoff, Murray Gillon, and Steve Everitt. "Upgrading of Matahina Dam for Foundation Fault Displacement." In Waterpower Conference 1999. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40440(1999)19.

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Li, Tong-chun, Zhi-gang Yang, Ren-kun Wang, and Lan-hao Zhao. "Influence of Construction Method of Arch Dam Foundation Replacement Block on Dam Safety." In 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)78.

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Reports on the topic "Dam foundation"

1

Eckerlin, Richard D., and Dennis Larson. Wynoochee Dam Foundation Report. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada207425.

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2

ARMY ENGINEER DISTRICT VICKSBURG MS. Lock and Dam No. 4, Red River Waterway, Louisiana. Foundation Report. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada315881.

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Lokke, Arnkjell, and Anil Chopra. Direct-Finite-Element Method for Nonlinear Earthquake Analysis of Concrete Dams Including Dam–Water–Foundation Rock Interaction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/crjy2161.

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Evaluating the seismic performance of concrete dams requires nonlinear dynamic analysis of two- or three-dimensional dam–water–foundation rock systems that include all the factors known to be significant in the earthquake response of dams. Such analyses are greatly complicated by interaction between the structure, the impounded reservoir and the deformable foundation rock that supports it, and the fact that the fluid and foundation domains extend to large distances. Presented in this report is the development of a direct finite-element (FE) method for nonlinear earthquake analysis of two- and

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4

Eckerlin, Richard D., and Edward T. Bailey. Chief Joseph Dam, Columbia River, Washington, Additional Units and Structural Modification Foundation Report. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada204685.

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ARMY ENGINEER DISTRICT VICKSBURG MS. Joe D. Waggonner, Jr. Lock and Dam Red River Waterway, Louisiana. Foundation Report. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada315643.

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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. Defense Technical Information Center, 2005. http://dx.doi.org/10.21236/ada438857.

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Glynn, M. E., Johannes L. Wibowo, James B. Warriner, and Glenn A. Nicholson. Determination of Rock Mass Rating and Deformation Moduli - 14 Cross Sections of Portugues Dam Foundation - December 1999. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada392299.

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8

Buckland, Leonora, Deborah Gold, Lisa Hehenberger, and Laura Reijnders. Walking the tightrope: How foundations can find a balance between learning and accountability lenses. Esade Cnter for Social Impact, 2023. http://dx.doi.org/10.56269/lb20230307.

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Over the last two years, the Esade Center for Social Impact, which is part of Esade Business School in Spain, and its partner BBK, a banking foundation in Bilbao, have been at the center of a web of committed European foundation professionals sharing their thoughts, learnings, practices, frustrations, and eureka moments related to impact measurement and management (IMM). This paper is not a practical guide to Impact Measurement and Management (IMM) – we believe that there are other publications which may help with implementation. Rather, it recounts how foundations at different stages of devel

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9

Dul, Jan. Necessary Condition Analysis (NCA): Foundations and Applications. Instats Inc., 2023. http://dx.doi.org/10.61700/0739ppmsb6kbu469.

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This 3-day seminar on Necessary Condition Analysis (NCA) will give you the knowledge and skills you need to understand NCA and apply it in your own research. NCA is rapidly entering a variety of research fields and can be used as a stand-alone method or in combination with other methods (e.g., regression, structural equation modeling, qualitative comparative analysis - QCA). This three day seminar will present the fundamentals of NCA and how the method can be applied in professor Dul's NCA package for R. An official Instats certificate of completion is provided at the conclusion of the seminar

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Dul, Jan. Necessary Condition Analysis (NCA): Foundations and Applications. Instats Inc., 2023. http://dx.doi.org/10.61700/o81bp6jkumqev469.

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This 6-part seminar on Necessary Condition Analysis (NCA) will give you the knowledge and skills you need to understand NCA and apply it in your own research. NCA is rapidly entering a variety of research fields and can be used as a stand-alone method or in combination with other methods (e.g., regression, structural equation modeling, qualitative comparative analysis - QCA). This three day seminar will present the fundamentals of NCA and how the method can be applied in professor Dul's NCA package for R. An official Instats certificate of completion is provided at the conclusion of the semina

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