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Journal articles on the topic 'Dams – Foundations'

Author: Grafiati

Published: 4 June 2021

Last updated: 5 February 2022

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1

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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2

Karlson, A. A. "Horizontal displacements of rock foundations of dams." Hydrotechnical Construction 21, no. 2 (1987): 100–104. http://dx.doi.org/10.1007/bf01424913.

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3

Park, DongSoon, and Tadahiro Kishida. "Seismic Response of Embankment Dams Based on Recorded Strong-Motion Data in Japan." Earthquake Spectra 35, no. 2 (2019): 955–76. http://dx.doi.org/10.1193/042918eqs107m.

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It is important to investigate strong-motion time series recorded at dams to understand their complex seismic responses. This paper develops a strong-motion database recorded at existing embankment dams and analyzes correlations between dam dynamic responses and ground-motion parameters. The Japan Commission on Large Dams database used here includes 190 recordings at the crests and foundations of 60 dams during 54 earthquakes from 1978 to 2012. Seismic amplifications and fundamental periods from recorded time series were computed and examined by correlation with shaking intensities and dam geo

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4

Yamaguchi, Y., and N. Matsumoto. "Permeability evaluation of soft-rock foundations for dams." Proceedings of the Institution of Civil Engineers - Ground Improvement 3, no. 3 (1999): 111–17. http://dx.doi.org/10.1680/gi.1999.030302.

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5

Gu, Hao, Zhongru Wu, Xiaofei Huang, and Jintao Song. "Zoning Modulus Inversion Method for Concrete Dams Based on Chaos Genetic Optimization Algorithm." Mathematical Problems in Engineering 2015 (2015): 1–9. http://dx.doi.org/10.1155/2015/817241.

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For dams and rock foundations of ages, the actual mechanical parameters sometimes differed from the design and the experimental values. Therefore, it is necessary to carry out the inversion analysis on main physical and mechanical parameters of dams and rock foundations. However, only the integrated deformation modulus can be inversed by utilizing the conventional inversion method, and it does not meet the actual situation. Therefore, a new method is developed in this paper to inverse the actual initial zoning deformation modulus and to determine the inversion objective function for the actual

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6

YAMAGUCHI, Yoshikazu, and Noboru OKABE. "Deformability Evaluation of Soft Rock Foundations for Dams Considering." Journal of the Japan Society of Engineering Geology 41, no. 3 (2000): 141–49. http://dx.doi.org/10.5110/jjseg.41.141.

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7

Kalustyan, �. S. "Lessons from failures of concrete dams on rock foundations." Hydrotechnical Construction 29, no. 2 (1995): 77–81. http://dx.doi.org/10.1007/bf01545000.

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8

Mgalobelov, Yu B. "On the mating between concrete dams and rock foundations." Hydrotechnical Construction 32, no. 8 (1998): 452–58. http://dx.doi.org/10.1007/bf02905979.

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9

Bretas, Eduardo M., José V. Lemos, and Paulo B. Lourenço. "Hydromechanical Analysis of Masonry Gravity Dams and their Foundations." Rock Mechanics and Rock Engineering 46, no. 2 (2012): 327–39. http://dx.doi.org/10.1007/s00603-012-0305-3.

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10

Huang, Bingzhao, and Shengping Gu. "Design of Small, Hard-Shell Overflow Dams on Compressible Foundations." Journal of Energy Engineering 124, no. 1 (1998): 20–32. http://dx.doi.org/10.1061/(asce)0733-9402(1998)124:1(20).

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11

Goodman, Richard E., and Chris Powell. "Investigations of Blocks in Foundations and Abutments of Concrete Dams." Journal of Geotechnical and Geoenvironmental Engineering 129, no. 2 (2003): 105–16. http://dx.doi.org/10.1061/(asce)1090-0241(2003)129:2(105).

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12

Karlson, A. A. "Methods of geodetic measurements of the foundations of high dams." Hydrotechnical Construction 19, no. 6 (1985): 264–71. http://dx.doi.org/10.1007/bf02028556.

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13

Liu, Shuang, Qing Wen Ren, and Chen Lu Zhou. "Numerical Research on the Gravity Dam Deep Anti-Sliding with Engineering Mechanics Based on Damage Theory." Advanced Materials Research 910 (March 2014): 289–96. http://dx.doi.org/10.4028/www.scientific.net/amr.910.289.

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Currently, researches on the gravity dam deep and shallow anti-sliding stability mainly focus on the analysis method and instability criterion, while the studies on specifically test the breakage of gravity dams due to weakening foundation rock mass and structural planes under loading are rare. Based on damage mechanics theory, this paper established a numerical model that analyzed the damage failure process of dam foundation rock mass. Taking two typical gravity dam models as the study objects, the damage processes of the dam foundations were simulated dynamically. Additionally, a comparison

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14

Gimenes, Evandro, and Gabriel Fernández. "Hydromechanical analysis of flow behavior in concrete gravity dam foundations." Canadian Geotechnical Journal 43, no. 3 (2006): 244–59. http://dx.doi.org/10.1139/t05-095.

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A key requirement in the evaluation of sliding stability of new and existing concrete gravity dams is the prediction of the distribution of pore pressure and shear strength in foundation joints and discontinuities. This paper presents a methodology for evaluating the hydromechanical behavior of concrete gravity dams founded on jointed rock. The methodology consisted of creating a database of observed dam behavior throughout typical cycles of reservoir filling and simulating this behavior with a distinct element method (DEM) numerical model. Once the model is validated, variations of key parame

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15

Aniskin, N. A., A. S. Antonov, Y. B. Mgalobelov, and A. V. Deyneko. "Studying the filtration mode of large dams’ foundations on mathematical models." Vestnik MGSU, no. 10 (October 2014): 114–31. http://dx.doi.org/10.22227/1997-0935.2014.10.114-131.

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16

Mgalobelov, Yu B. "Consideration of uplift in calculations of concrete dams on rock foundations." Hydrotechnical Construction 32, no. 2 (1998): 65–69. http://dx.doi.org/10.1007/bf02905860.

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17

Massiéra, Michel. "Utilisation des parois moulées en béton comme rideaux d'étanchéité des fondations de barrages en terre et en enrochement." Canadian Journal of Civil Engineering 18, no. 4 (1991): 590–99. http://dx.doi.org/10.1139/l91-072.

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At La Grande Complex, Quebec, Phase 1, earth and rockfill dams and dykes were constructed, in some cases, on pervious foundations and required deep impervious cutoffs (concrete cast-in-place walls) to bedrock. This paper describes the different construction phases of these concrete cast-in-place walls with emphasis on construction control and special construction problems. Key words: dam, construction, cutoff, excavation, foundations, bentonite, concrete cast-in-place wall, treatment.

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18

BRUCE, D. A., T. L. DREESE, and D. M. HEENAN. "Design, Construction, and Performance of Seepage Barriers for Dams on Carbonate Foundations." Environmental and Engineering Geoscience 16, no. 3 (2010): 183–93. http://dx.doi.org/10.2113/gseegeosci.16.3.183.

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19

SALEH, S., and S. P. G. MADABHUSHI. "RESPONSE OF CONCRETE DAMS ON RIGID AND SOIL FOUNDATIONS UNDER EARTHQUAKE LOADING." Journal of Earthquake and Tsunami 04, no. 03 (2010): 251–68. http://dx.doi.org/10.1142/s1793431110000820.

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Dynamic response of dams under earthquake loading depends on their foundation stiffness. Additional hydrodynamic pressures are generated not only by the ground motions but also due to the dynamic response of the dam to the ground motions. The magnitude and distribution of hydrodynamic pressures vary and these effect the deformation of dam which in turn influences the pressure. This paper aims at investigating the effect of dam–foundation interaction on the dynamic response and consequent development of hydrodynamic pressure on dam face using dynamic centrifuge modelling technique. From a serie

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20

Bruce, Donald A. "Design, construction and performance of seepage barriers for dams on carbonate foundations." Carbonates and Evaporites 28, no. 1-2 (2012): 229–41. http://dx.doi.org/10.1007/s13146-012-0095-4.

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21

Chugh, Ashok K., and Luther W. Davidson. "Analysis of foundation settlements at Ridgway Dam." Canadian Geotechnical Journal 25, no. 4 (1988): 716–25. http://dx.doi.org/10.1139/t88-082.

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The foundation material at the Ridgway Dam site is broadly classified as mudstone. The observed foundation settlements along the invert of the river outlet-works conduit at Ridgway Dam are on the order of 0.3 m. Numerical analyses were performed to estimate the deformation properties for a foundation material that under the existing embankment loads would deflect in a manner similar to the settlements surveyed along the invert of the outlet-works conduit. The foundation deformation properties determined from these analyses are compared with those obtained through the laboratory testing of the

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22

NAKAMURA, Yasuo. "Possible fault displacements in dam foundations. Part 1. Examples of faulting near dams." Journal of the Japan Society of Engineering Geology 31, no. 4 (1990): 207–15. http://dx.doi.org/10.5110/jjseg.31.207.

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23

Al-Homoud, Azm S., and Najat Tanash. "Modeling uncertainty in stability analysis for design of embankment dams on difficult foundations." Engineering Geology 71, no. 3-4 (2004): 323–42. http://dx.doi.org/10.1016/s0013-7952(03)00144-3.

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24

Zhang, Ting, Chuan Li, Xiu Zhong Du, and Yun Ji Yu. "Anti-Seepage Technology for a Sluice Foundation on Soft Soil." Applied Mechanics and Materials 638-640 (September 2014): 384–88. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.384.

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To meet the requirements of foundation bearing capacity, end bearing piles are adopted by most of the Sluices built on soft soil foundations. However, after the completion of the sluice, there will be settlements on both sides of the backfill, which will result in base cavity, form water seepage channels, and endanger the buildings and dams. In this paper, a new steel sheet pile diaphragm wall scheme is proposed to resit seepages under this situation. Steel sheet pile diaphragm walls are disposed on the river side of the building and connected with the chamber floor to prevent wound infiltrati

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25

Khakimova, G. Kh. "Deformations of rock foundations of high concrete dams in canyons during filling of reservoirs." Hydrotechnical Construction 20, no. 4 (1986): 204–8. http://dx.doi.org/10.1007/bf01428949.

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26

Wan, Chi Fai, and Robin Fell. "Assessing the Potential of Internal Instability and Suffusion in Embankment Dams and Their Foundations." Journal of Geotechnical and Geoenvironmental Engineering 134, no. 3 (2008): 401–7. http://dx.doi.org/10.1061/(asce)1090-0241(2008)134:3(401).

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27

Aniskin, Nikolay Alekseevich, and Anton Sergeevich Antonov. "Studding of Geo-Seepage Mode of Large Dams Foundations with Allowance Failure Antifiltering Elements." Advanced Materials Research 1079-1080 (December 2014): 272–75. http://dx.doi.org/10.4028/www.scientific.net/amr.1079-1080.272.

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In this paper authors haveconsidered potentially possible causes of failures in filtration mode offoundation. Methods of calculated prediction of abnormal seepage processesparameters have been considered.

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28

Stille, H., G. Gustafson, and L. Hassler. "Application of New Theories and Technology for Grouting of Dams and Foundations on Rock." Geotechnical and Geological Engineering 30, no. 3 (2012): 603–24. http://dx.doi.org/10.1007/s10706-012-9512-7.

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29

Tetel'min, V. V., and V. A. Ulyashinskii. "Refined model of the effect of a reservoir on rock foundations of high dams." Hydrotechnical Construction 23, no. 2 (1989): 115–19. http://dx.doi.org/10.1007/bf01427938.

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30

Meng, Ling Yu, and Haruyuki Yamamoto. "Study on Foundation Behavior due to Seepage Force of Groundwater." Applied Mechanics and Materials 170-173 (May 2012): 199–204. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.199.

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Along with the vigorous developing construction in the world, the number of various underground engineerings is greatly increasing, such as the foundations of subways, tunnels, dams and high-rise buildings etc., where the attention is always paid to the seepage behavior in the soil around the structures. Seepage flow can lead to both horizontal and vertical displacement, but ground behaviors due to seepage force in traditional methods were rarely considered. In this paper, a 3D analysis is made on the foundation behavior due to seepage force of groundwater. The model uses the finite element me

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31

YAMAGUCHI, Yoshikazu, and Norihisa MATSUMOTO. "Permeability of soft rock foundations for dams and Lugeon water test using low injection pressure." Journal of Groundwater Hydrology 36, no. 3 (1994): 275–92. http://dx.doi.org/10.5917/jagh1987.36.275.

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32

Farinha, Maria Luísa Braga, Laura Caldeira, and Emanuel Maranha das Neves. "Limit state design approach for the safety evaluation of the foundations of concrete gravity dams." Structure and Infrastructure Engineering 11, no. 10 (2014): 1306–22. http://dx.doi.org/10.1080/15732479.2014.964265.

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33

Bretas, Eduardo M., Pierre Léger, and José V. Lemos. "3D stability analysis of gravity dams on sloped rock foundations using the limit equilibrium method." Computers and Geotechnics 44 (June 2012): 147–56. http://dx.doi.org/10.1016/j.compgeo.2012.04.006.

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34

KIMATA, Hiroyuki, Hideyuki HORII, and Mahmoud YAZDANI. "SEISMIC SAFETY EVALUATION OF CONCRETE ARCH DAMS AGAINST EARTHQUAKE-INDUCED FAILURE OF JOINTED ROCK FOUNDATIONS." Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering ^|^ Earthquake Engineering (SE/EE)) 69, no. 4 (2013): I_9—I_19. http://dx.doi.org/10.2208/jscejseee.69.i_9.

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35

Wen, Lifeng, Junrui Chai, Zengguang Xu, Yuan Qin, and Yanlong Li. "Comparative and Numerical Analyses of Response of Concrete Cutoff Walls of Earthen Dams on Alluvium Foundations." Journal of Geotechnical and Geoenvironmental Engineering 145, no. 10 (2019): 04019069. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002132.

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36

Ivanov, V. G. "Height Deformations of the Foundations of Concrete Dams in the aspect of stability of bench marks." Hydrotechnical Construction 31, no. 10 (1997): 612–17. http://dx.doi.org/10.1007/bf02767275.

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37

NEZHAD, S. REZA HASHEMI, and HAMID REZA VOSOUGHIFAR. "SOLUTION ARRANGEMENT EFFECT ON LINE-BY-LINE METHOD'S ACCURACY IN ANALYSIS OF DAM'S FOUNDATION." International Journal of Computational Methods 08, no. 03 (2011): 583–96. http://dx.doi.org/10.1142/s021987621100268x.

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Line-by-line (LBL) solution method is a numerical and semidirect method, which can be applied for solving algebraic equation set resulted from discretization. In this article, the effect of solution arrangement of the grids (SAG) on accuracy of diffusion equation's solution has been investigated. First of all, diffusion equation had been discrete by finite volume method; in the second place, MATLAB software has been exploited for writing a code for solving algebraic equation set by using LBL solution method with alternative SAG. In the third place, for examining the effect of SAG, water seepag

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38

Qiu, Zhenfeng, Ting Cao, Yongsuo Li, Junjie Wang, and Yulong Chen. "Rheological Behavior and Modeling of a Crushed Sandstone-Mudstone Particle Mixture." Processes 6, no. 10 (2018): 192. http://dx.doi.org/10.3390/pr6100192.

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A mixture of sandstone and mudstone particles is often used as the main filling material for many agriculture-related and civil engineering projects, including rock-fill dams and foundations. The long-term rheological deformation experienced by rock-fill dams and foundations filled with this mixture is much bigger than that of coarse-grained and cohesive soils, due to the deterioration and softening of the mudstone particles. This study focuses on the rheological deformation of a sandstone-mudstone particle mixture, prepared by mixing sandstone and mudstone particles, based on the content by w

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39

Aniskin, Nikolay A., and Nguyen Trong Chuc. "The problem of temperature cracking in concrete gravity dams." Vestnik MGSU, no. 3 (March 2020): 380–98. http://dx.doi.org/10.22227/1997-0935.2020.3.380-398.

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Introduction. The concreting of solid structures, such as concrete dams, bridge constructions, foundations of buildings and structures, is accompanied by exothermic heating, caused by cement hydration. Heat, emitted by mass concrete blocks, slowly leaves constructions. A substantial temperature difference frequently arises between the solid concrete centre and its surface. If this temperature difference reaches a critical value, thermal cracking occurs, which destroys structural continuity. Temperature problems and those associated with thermal stress state should be resolved to pre-assess and

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40

Marchuk, A. N., and N. A. Marchuk. "Fluid Hydraulics as a Sensor of Changes in the Stress Field in the Foundations of Large Dams." Power Technology and Engineering 54, no. 3 (2020): 305–8. http://dx.doi.org/10.1007/s10749-020-01206-x.

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41

Ferdousi, A. "Seismic performance of arch dams on non-homogeneous and discontinuous foundations (a case study: Karun 4 Dam)." International Journal of Advanced Structural Engineering 9, no. 2 (2017): 191–203. http://dx.doi.org/10.1007/s40091-017-0158-9.

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42

Lach, Stanisław, and Leszek Opyrchał. "Using the modified scalar product approach for testing the direction of seepage through the earth-fill dam in Pieczyska." Journal of Water and Land Development 33, no. 1 (2017): 89–98. http://dx.doi.org/10.1515/jwld-2017-0023.

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Abstract Currently, the problems related to the development of seepage are emerging more and more frequently. For this reason, there is a constant need to improve the existing methods, and to develop new ones, for determining the direction and intensity of the development of seepage processes occurring in earth-fill dams and their foundations. The analysed earth-fill dam is located in Pieczyska in the Kujawy-Pomerania province at 49.115 km from the river mouth of the Brda River. The catchment area is 4.109 km2. The article aims to verify the non-invasive, non-subjective method for examining th

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43

Kramer, Matthias, and Stefan Felder. "Remote Sensing of Aerated Flows at Large Dams: Proof of Concept." Remote Sensing 13, no. 14 (2021): 2836. http://dx.doi.org/10.3390/rs13142836.

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Dams are important for flood mitigation, water supply, and hydroelectricity. Every dam has a water conveyance structure, such as a spillway, to safely release extreme floods when needed. The flows down spillways are often self-aerated and spillway design has typically been investigated in laboratory experiments, which is due to limitations in suitable full scale flow measurement instrumentation and safety considerations. Prototype measurements of aerated flows are urgently needed to quantify potential scale effects and to provide missing validation data for design guidelines and numerical simu

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44

Slobodianyk, H. V., and K. Z. Shokot. "STUDY OF THE INFLUENCE OF GEOTEXTILE MATERIALS DURING CONSTRUCTION OF DAMS." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 83 (June 4, 2021): 112–21. http://dx.doi.org/10.31650/2415-377x-2021-83-112-121.

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One of the real and promising ways to expand the range and types of structures for strengthening the slopes of embankments and dams is the use of geotextile materials. In the structures under consideration, they can perform protective, filtering, separating, reinforcing functions and moreover they improve the working conditions of the soil and layers of road pavements on the sides of the road and in the slope parts, increasing their stability. The use of geotextiles makes it possible to develop technically and economically effective design solutions. As the analysis of literature data has show

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45

Gabibov, Fahraddin G., Eraly M. Shokbarov, and Leila F. Habibova. "Use of recycled tires for earthquake protection of structures." Earthquake Engineering. Construction Safety, no. 3 (June 25, 2021): 28–40. http://dx.doi.org/10.37153/2618-9283-2021-3-28-40.

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The article presents numerous structures of earthquake-resistant foundations that have been developed by the authors and other engineers over the past more than 30 years, in which recycled metal-cord tires are used. The designs of dynamic dampers of dynamic vibrations, in which the containers for bulk fillers are made of recycled tires, are presented. Recycled tires are also effectively used in the creation of earthquake shields, as well as reinforcing elements and seismic insulation layers of earthquake-resistant ground dams. In all the above-mentioned technical soluti

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46

Zertsalov, M. G., and V. V. Tolstikov. "Consideration of the elastoplastic behavior of concrete dams and rock foundations in calculations with the use of the finite-element method." Hydrotechnical Construction 22, no. 8 (1988): 487–91. http://dx.doi.org/10.1007/bf01432218.

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47

Leonov, M. P. "Activation of unloading of deep zones of rock foundations of high dams under the effect of a reservoir and other factors." Hydrotechnical Construction 32, no. 4 (1998): 227–33. http://dx.doi.org/10.1007/bf02918732.

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48

Hussin, Hamzah, Mohd Hariri Ariffin, Mohd Amir Asyraf Sulaiman, and Nurhazren Fauzi. "Effectiveness of 2-D Resistivity Survey to Identify Lineament (Fault) from Photolineament Interpretation – Case Study at Kampung Dato’ Mufti, Ampang, Selangor." Journal of Tropical Resources and Sustainable Science (JTRSS) 5, no. 1 (2017): 1–8. http://dx.doi.org/10.47253/jtrss.v5i1.644.

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Lineaments play an important role in the stability of structures such as slopes, foundations, dams and buildings. Identification of the presence of lineament is important especially at planning and construction stage to enable mitigation measures/controls can selected earlier. The combined techniques of satellite image downloaded from Google Earth interpretation and electrical resistivity survey can assist in the identification and verification process of lineament structures. In this study, interpretation of lineament was done using satellite images Google Earth in the laboratory. Orientation

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49

Ratnawati. "Pengaruh Jenis Material Pipa Pendingin Terhadap Distribusi Temperatur di Dalam Beton Yang Didinginkan dengan Sistem Post Cooling." Jurnal Teknik Juara Aktif Global Optimis 1, no. 1 (2021): 14–23. http://dx.doi.org/10.53620/jtg.v1i1.6.

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Mass concrete is a concrete casting with a large enough volume, usually used for foundations, bridges,dams and so on. The heat of hydration in the mass concrete causes a temperature difference between the inside and the outside of the concrete surface. This can cause cracks in the concrete,where the temperature inside the concrete has a higher temperature rise than the outer surface yhat is in contact with the environment. One way to control the temperature of the concrete is to use a post cooling system.Post cooling system design requires knowledge of temperatur distribution in concrete. The

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50

Sujono, Joko. "Hydrological Analysis of the Situ Gintung Dam Failure." Journal of Disaster Research 7, no. 5 (2012): 590–94. http://dx.doi.org/10.20965/jdr.2012.p0590.

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Early on the morning ofMarch 27, 2009, the Situ Gintung dam, located near Jakarta, Indonesia, and with an catchment area of 3.1 km2, failed and flooded the area below it. This disaster has awakened most of the Indonesian people, especially those who are concerned about hydraulic structures, natural disasters and sustainable water resources management. During the disaster, about 100 people died and a number of people went missing. There are hundreds of dams like the Situ Gintung dam and other big dams have been built in Indonesia. Most of these dams pose a high potential hazard to life and prop

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