Academic literature on the topic 'Construction dewatering'

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Journal articles on the topic "Construction dewatering"

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Elgaali, Elgaali, Ahmed Faisal, Rashed Assad, Mohamad Abdulrahim, and Abdalla Hassan. "Visualizing the Impacts of Dewatering on Ground Water and Soil Quality Using GIS." Emirati Journal of Civil Engineering and Applications 2, no. 1 (2024): 58–67. http://dx.doi.org/10.54878/dptp3j91.

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There is mounting evidence that the increasing size of the construction industry may lead to significant changes in the global environment. Dewatering, as a crucial component of the construction industry, may have detrimental consequences on the soil and groundwater quality. Dewatering is a technique used to lower the high-water table during construction. The possible effects of dewatering on the soil and ground water quality were visualized and investigated using GIS technology. The analyses were conducted at small temporal and spatial scales. The aim is to give insights in the magnitude and
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Zhang, Dong Dong. "Coupled Numerical Simulation Research on Dewatering and Land Subsidence in Deep Foundation Pit." Applied Mechanics and Materials 275-277 (January 2013): 1549–52. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1549.

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With the construction of deep and large foundation pit, land subsidence disasters caused by dewatering in deep foundation pit become very serious. Using the coupled model of foundation pit dewatering and land subsidence and putting it into foundation pit dewatering construction, analyzes and summarizes the effect of land subsidence in space and time, which will provide references for the design and construction of foundation pit dewatering.
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Preene, Martin, and Toby O. L. Roberts. "Construction dewatering in Chalk." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 170, no. 4 (2017): 367–90. http://dx.doi.org/10.1680/jgeen.16.00142.

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Ye, X. W., L. Ran, T. H. Yi, and X. B. Dong. "Intelligent Risk Assessment for Dewatering of Metro-Tunnel Deep Excavations." Mathematical Problems in Engineering 2012 (2012): 1–13. http://dx.doi.org/10.1155/2012/618979.

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In recent years, China has been undergoing a metro railway construction boom in order to alleviate the urban traffic congestion problem resulting from the rapid urbanization and population growth in many metropolises. In the construction of metro systems, deep excavations and continuous dewatering for construction of the metro tunnels and stations remain a challenging and high risk task in densely populated urban areas. Intelligent computational methods and techniques have exhibited the exceptional talent in dealing with the complicated problems inherent in the deep excavation and dewatering p
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Zheng, Yuchao, Jianyong Lei, Fei Wang, Liang Xiang, Jianfeng Yang, and Qingshuai Xue. "Investigation on Dewatering of a Deep Shaft in Strong Permeable Sandy Pebble Strata on the Bank of the Yellow River." Geofluids 2021 (September 24, 2021): 1–15. http://dx.doi.org/10.1155/2021/9994477.

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This paper reports the dewatering scheme of a deep excavation in sandy pebble strata. The excavation is in high permeability strata and is close to the Yellow River, making the dewatering difficult during construction. At present, few researchers have specially studied the dewatering scheme of deep excavations in strong permeable strata near the water resource. Field pumping test was conducted before the excavation activity, and the permeability coefficient of the strata was obtained by reverse analysis. According to the characteristics of the project, the dewatering scheme of “ waterproof cur
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Priebe, Elizabeth, and David R. Lee. "Reactive Sandpacks for In-Situ Treatment of Construction Dewatering Effluent." AECL Nuclear Review 2, no. 2 (2013): 85–87. http://dx.doi.org/10.12943/anr.2013.00021.

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Dealing with contaminated effluent can be problematic when dewatering is required in the course of removing buried tanks, excavating contaminated soils or constructing groundwater remediation systems. An engineering solution put forward in this paper is the emplacement of a sandpack, around the dewatering well(s), that reacts with and sequesters groundwater contaminants of concern. If an appropriate granular reactive material is available, placing that material around the dewatering well screen can achieve a degree of contaminant treatment in-situ that may considerably reduce the costs of stor
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BENNETT, J. "Construction Dewatering: New Methods and Applications." Environmental & Engineering Geoscience I, no. 1 (1995): 120–21. http://dx.doi.org/10.2113/gseegeosci.i.1.120.

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Tyulenev, Maxim, Sergey Markov, Sergey Kravchenko, and Stefan Vöth. "Study of slurry dewatering in a horizontally placed shell filtering construction." E3S Web of Conferences 303 (2021): 01052. http://dx.doi.org/10.1051/e3sconf/202130301052.

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Dewatering of water-coal slurry or thickened product under conditions of operating SUEK-Kuzbass JSC enrichment plants is a promising direction of obtaining technogenic mineral resources. It should also be noted that the quality of the obtained product will be directly influenced by the quality of the initial raw materials. If the content of carbon particles is high and the average ash content of the solid phase is low, such a slurry will be of interest in terms of obtaining additional volumes of coal after dewatering. The object of this study is water-coal slurry obtained at the outlet of the
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Huang, Xinlei, Tianliang Yang, Jianzhong Wu, Jinxin Lin, and Ye He. "Establishment and practice of land subsidence control and management system for deep foundation pit dewatering in Shanghai." Proceedings of the International Association of Hydrological Sciences 382 (April 22, 2020): 755–59. http://dx.doi.org/10.5194/piahs-382-755-2020.

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Abstract. At present, large-scale engineering construction activities, especially deep foundation pit dewatering, are important factors of land subsidence in Shanghai, which induces uneven land subsidence. To solve this problem, this paper puts forward a technical approach to prevention and control the land subsidence. Based on the practice of joint work by multiple administrative departments in Shanghai, this paper further combines the technology and management measures effectively, and summarizes the management system of land subsidence control for deep foundation pit dewatering. Meanwhile,
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Zhang, Zhenjie, Min Li, Fuqiang Geng, Xue Huang, Tao Hu, and Shuai Gao. "Experimental Study on Groundwater Dewatering and Recharge of Deep Foundation Pit of a Subway Station in Jinan Water-Rich Area." Highlights in Science, Engineering and Technology 52 (July 4, 2023): 125–36. http://dx.doi.org/10.54097/hset.v52i.8852.

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A large amount of groundwater dewatering is beneficial to the foundation pit construction, but it will cause surface collapse, waste groundwater resources and damage the groundwater environment. In order to maintain the stability of groundwater level and the safety of surrounding buildings in the construction of deep foundation pit, the combination of dewatering and recharge is adopted. Taking the construction of deep foundation pit of a subway station in Jinan water-rich area as an example, the theoretical model of recharge quantity, stratum parameters and groundwater level was obtained throu
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Dissertations / Theses on the topic "Construction dewatering"

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Bevan, Marc A. "Geoenvironmental impacts of construction dewatering." Thesis, University of Southampton, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.431942.

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Loney, Brent. "Simulation of dewatering during construction of a bedrock tunnel, Nepean, Ontario." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ66081.pdf.

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Kudelás, Jaroslav. "Založení objektu v Hradci Králové." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227580.

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The diploma thesis deals with foundations of a new learning and research center of the Charles University. Goal is economical and secure design of geotechnical structures. In this thesis, has been used less known technology of deep foundations. The author points to the diversity of utilization, such as sealing wall, anchored and unanchored sheeting, columns designed to influence tension and pressure. For the static calculation have been used programs Scia Engineer and Geo5 v19. Part of this thesis the technological process of technology of the soil improvement by DSM.
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Bollrich, Gerhard. "Pumpstationen mit Heberauslässen - ein Beitrag zur Intensivierung der Be- und Entwässerung in der Landwirtschaft." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2013. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-112806.

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Mit der Intensivierung der landwirtschaftlichen Produktion gewinnen Pumpstationen für die Be- und Entwässerung landwirtschaftlicher Nutzflächen zunehmend an Bedeutung. Zur Beseitigung schädlicher Bodennässe werden offene Gräben oder Dränrohrleitungen angelegt, welche das Wasser bei nicht vorhandener Vorflut einem Entwässerungsschöpfwerk zuleiten. Dieses Schöpfwerk fördert das Wasser aus einem Speicherraum (Mahlbusen) in den Vorfluter. In der DDR sind zahlreiche derartige Entwässerungsschöpfwerke vorhanden. (...)
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Krejzar, Vojtěch. "Odvodnění stavební jámy - numerická analýza." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2021. http://www.nusl.cz/ntk/nusl-433428.

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The subject of the presented thesis is a foundation pit dewatering numerical analysis. The study is introduced with practical examples and the summary of the necessary theory. Individual subtasks are modeled as two or three-dimensional problem on a chosen foundation pit example. A comparison with analytical methods and theoretical knowledge about the problem is made. The studies focus on specifying the pumped water quantity, the shape of the depression curve, determining the size of the numerical model and the influence of the finite element network density. The steady-state flow cases, water
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Books on the topic "Construction dewatering"

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Powers, J. Patrick. Construction dewatering: New methods and applications. 2nd ed. Wiley, 1992.

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(Martin), Preene M., ed. Groundwater lowering in construction: A practical guide to dewatering. 2nd ed. Taylor & Francis, 2012.

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Patrick, Powers J., ed. Construction dewatering and groundwater control: New methods and applications. 3rd ed. Wiley, 2007.

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Groundwater Lowering in Construction: A Practical Guide to Dewatering. Taylor & Francis Group, 2022.

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Preene, Martin, and Pat M. Cashman. Groundwater Lowering in Construction: A Practical Guide to Dewatering. Taylor & Francis Group, 2020.

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Preene, Martin, and Pat M. Cashman. Groundwater Lowering in Construction: A Practical Guide to Dewatering. Taylor & Francis Group, 2020.

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Preene, Martin, and Pat M. Cashman. Groundwater Lowering in Construction: A Practical Guide to Dewatering. Taylor & Francis Group, 2020.

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Preene, Martin, and Pat M. Cashman. Groundwater Lowering in Construction: A Practical Guide to Dewatering. Taylor & Francis Group, 2020.

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Corwin, Arthur B., Paul C. Schmall, Walter E. Kaeck, and J. Patrick Powers. Construction Dewatering and Groundwater Control: New Methods and Applications. Wiley & Sons, Incorporated, John, 2007.

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Groundwater Lowering in Construction: A Practical Guide to Dewatering. Taylor & Francis Group, 2020.

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Book chapters on the topic "Construction dewatering"

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Cashman, Pat M., and Martin Preene. "Other Dewatering Systems." In Groundwater Lowering in Construction. CRC Press, 2020. http://dx.doi.org/10.1201/9781003050025-20.

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Thomas, S. D., J. Watson, and G. R. French. "Advances in groundwater recharge during construction dewatering." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-666.

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Wang, Jianjun, Yongzhou Jian, Tangwei Xue, and Kunyong Zhang. "Analysis of the Influence of Dewatering of Subway Foundation Pit on the Displacement of Surrounding Strata." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-7251-3_7.

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AbstractIn order to study the influence of subway foundation pit on the displacement of surrounding strata under the condition of dewatering. Based on the finite element modeling of a subway foundation pit project under construction in Nanjing, this paper discusses the influence of excavation only on the ground settlement around the subway foundation pit and the influence of dewatering foundation pit on the ground settlement around the subway foundation pit. Through the comparison of the two cases, the influence law of the horizontal and vertical displacement of the surrounding strata caused b
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Raja Rajan, K., D. Nagarajan, and T. Vijayakumar. "Construction Dewatering for Underground Station in Urban Environment." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6090-3_39.

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Thomas, Stephen, Thomas Goodfellow, and James Watson. "Groundwater Recharge Systems to Mitigate the Impact from Construction Dewatering." In INCREaSE 2019. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30938-1_58.

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Zhao, Yibo, Xiaodong Zheng, Haodong Ruan, Yu Liang, Jianbao Fu, and Yiming Shen. "Analysis of dewatering deformation law of deep foundation pit excavation in soft soil." In Urban Construction and Management Engineering IV. CRC Press, 2024. http://dx.doi.org/10.1201/9781032626444-35.

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Hu, Linhao, Xuejin Zhao, Zihao Li, and Kunyong Zhang. "Research on Excavation Deformation of Foundation Pit Based on Seepage and Stress Coupling." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-7251-3_16.

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AbstractIn order to study the effect of seepage and stress coupling on excavation deformation of foundation pit, finite element numerical analysis method is used in this paper, taking a hanging water curtain foundation pit project under construction in the rich water stratum area of the Yangtze River floodplain as an example. By comparing the deformation index of the surrounding surface settlement foundation pit with different models, the law of the influence of seepage on the deformation of foundation pit excavation is obtained. The results show that when there is no foundation pit dewatering
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"Dewatering*." In Construction Management. CRC Press, 2009. http://dx.doi.org/10.1201/9781439809426-9.

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"Dewatering." In Construction Management. CRC Press, 2009. http://dx.doi.org/10.1201/9781439809426-c4.

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"construction dewatering." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_34338.

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Conference papers on the topic "Construction dewatering"

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Marshall, Orange S., Sean W. Morefield, Philip G. Malone, and Charles A. Weiss. "Soil Moisture Control Using Intelligent Single-Well Electro-Osmotic Dewatering Systems." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11335.

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Abstract Preventing water intrusion into basements and other subgrade structures has always an engineering challenge. During periods of heavy rain or snow runoff, the water table rises and water can seep through the concrete walls and floors of basements, damaging or destroying building contents, corroding metal fixtures and equipment, and rotting wood. Normally a system involving drains at the foundation would be considered; but in the case of historic buildings, the structure must be preserved in its original condition without altering the foundation. Army researchers have developed dewateri
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Brodsky, Ira S., John V. Smolenski, and Miles R. Ford. "Tampa Electric Company Big Bend Station: System Design, Mat’L Selection and Construction of Units 1 and 2 Wet FGD System." In CORROSION 2000. NACE International, 2000. https://doi.org/10.5006/c2000-00584.

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Abstract Tampa Electric Company (TEC) Big Bend Station is located in Apollo Beach, Florida and consists of four (4) coal-fired boilers with a total generating capacity of 1,840 MW. A limestone based forced oxidation flue gas desulfurization (FGD) system began operation in March 1985 to control sulfur dioxide emissions from Unit 4. Flue gas from Unit 3 was added to the existing FGD system for sulfur dioxide removal in 1996. To meet 1990 Clean Air Act Amendments Phase 11 requirements, TEC is required to reduce sulfur dioxide emissions from Units 1 & 2. To achieve compliance and broaden the r
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Gillette, Dana. "Construction Dewatering Near Environmentally Sensitive Locations." In Pipelines 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413692.194.

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Preene, M., T. O. L. Roberts, and D. J. Hartwell. "Pumping tests for construction dewatering in chalk." In Chalk 2018 Engineering in Chalk. ICE Publishing, 2018. http://dx.doi.org/10.1680/eiccf.64072.631.

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Fu, Zhi-bin, Yu-xin Jie, Yao-gang Li, and Wei Wu. "Construction of a Foundation Pit without Dewatering." In Geo-Shanghai 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413449.089.

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Dimitrijević, Oliver, Ivana Jovanović, Dragan Milanović, Vesna Conić, and Daniela Urošević. "The role of dewatering screen for fine fractions sieving in DMS process: A case study." In Proceedings - 55th International October Conference on Mining and Metallurgy, Kladovo, 15-17 October 2024. Mining and Metallurgy Institute, Bor, 2024. https://doi.org/10.5937/ioc24153d.

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This paper presents a description of dewatering screen construction and its working principle, as well as an example of dewatering screen application in the process of dense media separation. In addition, calculation method of one dewatering screen is given, based on realistic assumed parameters.
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Holmes, G. J., T. O. L. Roberts, and M. A. Lee. "A case study of construction dewatering in Northern Province Chalk." In Chalk 2018 Engineering in Chalk. ICE Publishing, 2018. http://dx.doi.org/10.1680/eiccf.64072.147.

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Vázquez-Suñé, Enric, Ignacio Bulboa, Ilayaraja Kumba Krishnamurthi, and Andres E. Pinto Candia. "Geotechnical Challenges for Underground Infrastructure in Qatar: Hydrogeological Assessment for Dewatering and Deep Excavation Works: South of Wakrah Pumping Station and Outfall (SWPSO) Project." In The 2nd International Conference on Civil Infrastructure and Construction. Qatar University Press, 2023. http://dx.doi.org/10.29117/cic.2023.0178.

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The evaluation of hydrogeological conditions and groundwater inflows, as part of the geotechnical risk assessment, poses one of the key challenges during the design and construction of major infrastructure projects and underground works. This paper presents an example of a recently developed geotechnical and hydrogeological investigation program for the Pre-Tender design of the South of Wakrah Pumping Station and Outfall project in Qatar, where a comprehensive hydrogeological study was carried out to characterize heterogeneous hydrogeological conditions along the project area and to determine
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Rombough, Vafa T., Grant R. Bonin, Fiona Esford, and Michel R. Julien. "Dewatering Dike Construction and Grouting at the Meadowbank Mine, Northern Canada." In Grouting 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480809.011.

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Xia, Z. J., V. Dolezel, L. J. Rak, B. Rao, and J. Chahine. "The Impacts of Construction Dewatering on Surrounding Structures of a Project Site." In GeoShanghai International Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40867(199)8.

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