Academic literature on the topic 'Grout Curtain'

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Journal articles on the topic "Grout Curtain"

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Meshkabadi, Kambiz, and Yousef Zandi. "The Effects of Grout Curtain Parameters on Uplift and Piping Phenomenon; Case Study: Sattarkhan Dam." Hydrology 6, no. 3 (2019): 71. http://dx.doi.org/10.3390/hydrology6030071.

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Design of earth dams and their issues during and after construction is very important for residents downstream of the dam because of the potential risks and possible breakdowns. In the design of dams, various forces influence the dam body, including uplift pressure and piping phenomenon which should be considered in order to ensure the safety of the dam. Among the measures taken to prevent the washing away phenomenon, the reduction of the output gradient, and the leakage discharge from beneath the hydraulic structures, construction of the grout curtain and installation of the drainage are appl
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Nield, Michael C. "Grout Curtain Construction At Bolivar Dam, Ohio." Environmental and Engineering Geoscience 24, no. 1 (2018): 121–36. http://dx.doi.org/10.2113/gseegeosci.24.1.121.

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Abstract Bolivar Dam, located in eastern Ohio, is an embankment dam constructed by the U.S. Army Corps of Engineers in 1937 as part of the Muskingum River Basin Project for flood control. As a result of seepage concerns observed at the dam during several flood events over the life of the project, seepage reduction measures, including a partial-depth seepage barrier wall through the embankment and a grout curtain in the left abutment, were designed and constructed. These dam safety modifications were constructed between 2014 and 2016. During flood events, Bolivar Dam experiences excessive seepa
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Canoğlu, Mustafa Can. "Selection of Suitable Dam Axis Location Considering Permeability and Grout Curtain Optimization." Environmental and Engineering Geoscience 25, no. 1 (2019): 15–25. http://dx.doi.org/10.2113/eeg-2054.

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ABSTRACT This study investigated the effects of active tectonism on the construction of hydraulic structures. Apart from the effect of dynamic loads, active tectonism can cause permeability problems. The focus of this study was on overcoming the permeability problems considering the economic yield in terms of grout curtain design and optimum dam axis location. The ground permeability of dam locations is one of the decisive factors affecting the feasibility and economic yield of dam construction. Techniques (such as grouting) for ensuring ground permeability reduction are generally expensive an
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Wang, Jian Xiu, Bo Feng, Pei Wang, Yi Qun Tang, and Ping Yang. "Numerical Simulation of Grout Curtain in a DEWPR Tunnel." Advanced Materials Research 250-253 (May 2011): 1873–76. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1873.

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Grouting is often adopted in a tunnel to resist high external water pressure; the tunnel is defined as External Water Pressure-Resistant Tunnel (EWPR Tunnel). When the grouting reinforcement does not seal the high pressure groundwater completely and the leakage groundwater is drained by drainage system, the tunnel can be called a Drained External Water Pressure -Resistant Tunnel with limited Drainage (DEWPR Tunnel), the grouting reinforcement and waterproof/drainage system of which are great important and should be considered specially. Take the traffic tunnels of Jinping Second Cascade Hydrop
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Koptev, V. I., and Yu M. Gorshkov. "Detection of defects in a grout curtain by geophysical methods." Hydrotechnical Construction 20, no. 7 (1986): 411–16. http://dx.doi.org/10.1007/bf01432744.

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Sissakian, Varoujan K., Nasrat Adamo, Nadhir Al-Ansari, Jan Leaue, and Sven Knutsson. "Karstification Problems in the Haditha Dam, West Iraq." UKH Journal of Science and Engineering 5, no. 1 (2021): 111–18. http://dx.doi.org/10.25079/ukhjse.v5n1y2021.pp111-118.

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Haditha Dam is constructed on the Euphrates River in the western part of Iraq completed in 1988 and located 14 km west of Haditha town. Haditha Dam is a combined earthfill and concrete dam with a total length of 9064 m. The maximum height of the dam is 57 m from the deepest point at the river channel and dam crest level is 154.00 m (a.s.l.). The storage capacity is 6×109 m3 at normal operation water level of 143 m (a.s.l.). The exposed formations in the dam site and reservoir area are the Euphrates (Lower Miocene) and Fatha (Middle Miocene) formations. Both formations are well known in Iraq to
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Roje-Bonacci, T., and O. Bonacci. "The possible negative consequences of underground dam and reservoir construction and operation in coastal karst areas: an example of the HEPP Ombla near Dubrovnik (Croatia)." Natural Hazards and Earth System Sciences Discussions 1, no. 2 (2013): 1409–43. http://dx.doi.org/10.5194/nhessd-1-1409-2013.

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Abstract. The Ombla Spring represents a typical abundant coastal karst spring located in the vicinity of town of the Dubrovnik (Croatia). Its outlet is at an altitude of 2.5 m above sea level (m a.s.l.) and the water from it immediately flows into the Adriatic Sea. The minimum and maximum measured discharges are 3.96 m3 s−1 and 117 m3 s−1, respectively. The Trebišnjica River traverses through its catchment. The mean annual discharge, after the canalization of over 60 km of its watercourse with spray concrete (in the time span 1981–2011), is 24.05 m3 s−1. Before massive civil engineering work w
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Fedoseev, V. I., and I. N. Shishov. "Grout curtain of barrier structures at the Vilyui III hydroelectric station." Hydrotechnical Construction 30, no. 8 (1996): 464–70. http://dx.doi.org/10.1007/bf02446537.

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Linortner, Johannes, Gerald Jung, and Gerald Zenz. "Design and construction of the grout curtain for the Ermenek hydropower plant." Geomechanik und Tunnelbau 2, no. 5 (2009): 421–29. http://dx.doi.org/10.1002/geot.200900034.

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Fazeli, M. A. "Construction of grout curtain in karstic environment case study: Salman Farsi Dam." Environmental Geology 51, no. 5 (2006): 791–96. http://dx.doi.org/10.1007/s00254-006-0397-8.

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Dissertations / Theses on the topic "Grout Curtain"

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Magoto, Elliot N. "Quantifiying The Effectiveness of a Grout Curtain Using a Laboratory-Scale Physical Model." UKnowledge, 2014. http://uknowledge.uky.edu/ce_etds/18.

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In the past decade, the grouting industry has made significant technological advancements in real-time monitoring of flow rate and pressure of pumped grout, stable grout mix design, and with grout curtain concepts dealing with placement and orientation. While these practices have resulted in improved construction practices in the grouting industry, current design guidelines for grout curtains are still predominately based on qualitative measures such as engineering judgment and experience or are based on proprietary methods. This research focused on the development of quantitative guidelines t
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Hatton, Robert C. "PERFORMANCE OF THE GROUT CURTAIN AT THE KENTUCKY RIVER LOCK AND DAM NO. 8." UKnowledge, 2018. https://uknowledge.uky.edu/ce_etds/65.

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Karst bedrock conditions and deterioration of the lock and dam structures have resulted in significant leakage through, underneath, and around Lock and Dam No. 8 on the Kentucky River. During severe droughts, the water surface in Pool No. 8 has been observed to drop below the crest of the dam, resulting in water supply shortages and water quality issues for surrounding communities reliant on the pool. Presently, the primary purpose of Lock and Dam No. 8 is water supply. Pool No. 8 is currently where the cities of Nicholasville (Jessamine County, KY) and Lancaster (Garrard County, KY) draw thei
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Levis, Silvia Delattre. "Verificação da eficácia dos sistemas de vedação e drenagem em fundações de barragens de concreto." Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28032007-085131/.

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A subpressão consiste em um dos maiores problemas no que diz respeito à segurança de obras hidráulicas. A execução de vedações com cortinas de injeção de cimento, associadas à drenagem é de suma importância para coibir as ações da água percolada através de suas fundações. Torna-se, portanto, indispensável conhecer elementos para a verificação do bom funcionamento destes sistemas. Grande parte dos critérios de subpressão utilizados hoje no dimensionamento de barragens é baseada em métodos determinísticos e empíricos, com origem em experiência acumulada sob certas condições específicas. Quando t
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Zhang, Suihan. "Design of grout curtains under dams founded on rock." Licentiate thesis, KTH, Jord- och bergmekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-294207.

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Grouting has long been implemented as a ground improvement technique to reduce the seepage through the rock mass. Grout curtains are usually constructed under dams as a barrier to prevent leakage from the reservoir. So far, the grout curtains under dams have mainly been designed by using an empirical design approach. However, the empirical approach has its limitations. Generally, the usage of “rules of thumbs” makes the design highly dependent on the experience of the designers. Lack of experience can result in insufficient or over-conservative grout curtains. For example, the stop criteria fo
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Iverson, Nate. "A Phan-like theorem for orthogonal groups in even characteristic." Bowling Green State University / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=bgsu1280251081.

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Khan, Rana Kashif. "New Concepts, Catalysts, and Methods in Stereoselective Olefin Metathesis." Thesis, Boston College, 2014. http://hdl.handle.net/2345/bc-ir:104359.

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Thesis advisor: Amir H. Hoveyda<br>Chapter 1. Mechanistic Insights and Factors Influencing Polytopal Rearrangements in Stereogenic-at-Ru Carbenes. Herein, the mechanistic elucidation of the stereochemical inversion in stereogenic-at-Ru carbene complexes through olefin metathesis (OM) and non-olefin metathesis (non-OM) based polytopal rearrangements is provided. Our investigations involve the isolation and characterization of previously hypothesized higher-energy (e.g., endo-anti) and lower-energy (e.g., exo-anti) diastereomers, and their interconversion under thermal and/or acid-catalyzed cond
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Huang, Chien-Chi, and 黃建琦. "The study of the relationship betweenweak rock properties and curtain grout." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/7kj8jk.

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碩士<br>國立高雄大學<br>土木與環境工程學系碩士班<br>97<br>During the construction of the dam, the improvement of dam foundation is one of the important issues. The major method to enhance the intensity of dam foundation and lower the permeability is grouting. However, the properties of rock mass are often complicated, and the amount of the foundation grouting is difficult to estimate. Therefore, it is necessary to analyze the results of grouting and find a way to predict the grouting amount according to the geological data of the dam. The grouting result of Paoshan second dam is studied in this research. The str
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Hesnawi, Rafik. "The evaluation of silicate grout curtains behaviour for the protection of coastal aquifers." Thesis, 1996. http://spectrum.library.concordia.ca/5100/1/MM10858.pdf.

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Skotnica, Michael. "Balancované a téměř balancované prezentace grup z algoritmického pohledu." Master's thesis, 2018. http://www.nusl.cz/ntk/nusl-388610.

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In this thesis we study algorithmic aspects of balanced group presentations which are finite presentations with the same number of generators and relations. The main motivation is that the decidability of some problems, such as the triviality problem, is open for balanced presentations. First, we summarize known results on decision problems for general finite presen- tations and we show two group properties which are undecidable even for balanced presentations - the property of "being a free group"' and the property of "having a finite presentation with 12 generators". We also show reductions
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Aguiar, João Pedro Moura de. "Composição corporal funcional em jogadores de rugby: variação associada à transição de juniores para seniores em provas maximais de curta duração." Master's thesis, 2019. http://hdl.handle.net/10316/93767.

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Dissertação de Mestrado em Treino Desportivo para Crianças e Jovens apresentada à Faculdade de Ciências do Desporto e Educação Física<br>O presente estudo compara os escalões juniores e seniores, no que diz respeito ao tamanho, composição corporal assim como em provas funcionais, apreciando a prontidão desportiva dos jogadores na etapa em que se conclui a formação desportiva. A metodologia de treino será preponderante para uma aproximação aos niveis de desempenho da alta competição. Avaliando 39 jogadores de rugby do sexo masculino dos quais 23 são juniores (17,1±0,7 anos; 177,6±7,0 cm; 77,7±1
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Books on the topic "Grout Curtain"

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Fetzer, Claude A. Analysis of utilization of grout and grout curtains--Kortes 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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Fetzer, Claude A. Analysis of utilization of grout and grout curtains--Heron 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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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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Fetzer, Claude A. Analysis of utilization of grout and grout curtains--Hungry Horse 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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Fetzer, Claude A. Analysis of utilization of grout and grout curtains--Flaming Gorge Dam. Concrete and Structural Branch, Division of Research and Laboratory Services, Engineering and Research Center, 1986.

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Fetzer, Claude A. Analysis of utilization of grout and grout curtains--Morrow Point Dam. Concrete and Structural Branch, Division of Research and Laboratory Services, Engineering and Research Center, 1986.

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Fetzer, Claude A. Analysis of the Bureau of Reclamation's use of grout and grout curtains--summary. 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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The last mission: Behind the Iron Curtain. Sutton Pub., 1997.

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Kelly, Stephen C. Behind the curtains: With the Volcanos "Storm warning" and the Grammy award winning Trammps "Disco inferno". Friesen Press, 2011.

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Lindsay, Reade, ed. Torn apart: The life of Ian Curtis. Omnibus Press, 2009.

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Book chapters on the topic "Grout Curtain"

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Wacker, Simon. "Cellular Automata on Group Sets and the Uniform Curtis-Hedlund-Lyndon Theorem." In Cellular Automata and Discrete Complex Systems. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-39300-1_15.

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"grout curtain." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_72808.

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"The grout Curtain." In Grouting Theory and Practice. Elsevier, 1989. http://dx.doi.org/10.1016/b978-0-444-87400-9.50010-5.

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"reinforcing grout curtain." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_181363.

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"grout(ing) curtain." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_72828.

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"strengthening grout curtain." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_198049.

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"grout curtain (toe) cutoff (wall)." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_72809.

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Xiaohui, Ma, Yang Guangzhong, Peng Hanxing, and Zhai Liquen. "Prevention of chemical suffosion of grout curtain." In New Developments in Dam Engineering. Taylor & Francis, 2004. http://dx.doi.org/10.1201/9780203020678.ch69.

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Solera, Sergio, and Barry Lehane. "Grout curtain at the old Billingsgate Market." In Grouting in the ground. Thomas Telford Publishing, 1994. http://dx.doi.org/10.1680/gitg.19287.0002.

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"Computer Program for Optimal Grout Hole Spacing for a Chemical Grout Curtain." In Chemical Grouting And Soil Stabilization, Revised And Expanded. CRC Press, 2003. http://dx.doi.org/10.1201/9780203911815.axb.

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Conference papers on the topic "Grout Curtain"

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Sullivan, Ryan P., and Thomas J. Danielson. "Howard Hanson Dam Emergency Interim Grout Curtain." In Proceedings of the Fourth International Conference on Grouting and Deep Mixing. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412350.0103.

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Gurpersaud, Naresh, Marcelo Chuaqui, Daniel Lees, Wing Lam, and Frank Hu. "Intake Shaft Grout Curtain for the Niagara Tunnel Project." In Proceedings of the Fourth International Conference on Grouting and Deep Mixing. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412350.0073.

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Bednarova, Emilia. "EVALUATION OF GROUT CURTAIN PARAMETERS OF PALCMANSKA MASA DAM FOUNDATION." In 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019/1.2/s02.029.

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Rombough, Vafa T., James A. Davies, and Jeremy P. Hoy. "Grout Curtain Installation for Sump Excavation in Permafrost Region of Northern Canada." In Grouting 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.011.

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Shuttle, D. A., and E. Glynn. "Grout Curtain Effectiveness in Fractured Rock by the Discrete Feature Network Approach." In Third International Conference on Grouting and Ground Treatment. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40663(2003)86.

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Sebastian Bryson, L., and Elliot N. Magoto. "Quantifying the Effectiveness of a Grout Curtain Using a Laboratory-Scale Physical Model." In Grouting 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480793.029.

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Bryson, L. Sebastian, Ryan Ortiz, and Jacquez Leandre. "Effects of a Grout Curtain on Hydraulic and Electrical Conductivity in a Laboratory-Scale Seepage Model." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.314.

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Wilson, David B., and Trent L. Dreese. "Quantitatively Engineered Grout Curtains." In Third International Conference on Grouting and Ground Treatment. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40663(2003)49.

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Hulla, Jozef, Dusan Chlapik, and Robert Hok. "Performance Monitoring of Grout Curtains in Slovakian Flysh and Volcanic Rocks." In Third International Conference on Grouting and Ground Treatment. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40663(2003)87.

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Bryson, L. Sebastian, and Ryan Ortiz. "Lab-Scale Study of Ultrafine Cement Grout Curtains Using a Physical Model." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.316.

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