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Literatura académica sobre el tema "Slurry wall"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 1 de febrero de 2022

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Artículos de revistas sobre el tema "Slurry wall"

Das, Prabir K., Anthony L. Ricci, Huang Ni y Paul Harrington. "Use of Soldier Pile–Tremie Concrete Slurry Walls as Permanent Tunnel Walls". Transportation Research Record: Journal of the Transportation Research Board 1541, n.º 1 (enero de 1996): 153–62. http://dx.doi.org/10.1177/0361198196154100120.

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The analysis and design of soldier pile–tremie concrete (SPTC) slurry walls for the Massachusetts Highway Department's (MHD) Central Artery/Tunnel (CA/T) Project in downtown Boston are discussed. Unlike most slurry walls, which are used as temporary support for excavation during construction, these SPTC walls are designed also as the permanent wall system for the tunnels. The CA/T includes more than 6.1 km (20,000 ft) of slurry walls. Most of the walls are designed and are to be constructed as SPTC walls. Steel wide-flange soldier piles are installed at 1.21- to 1.83-m (4- to 6-ft) spacings in a slurry trench, and the tremie concrete is placed to form the concrete wall. The steel wide-flange piles form the primary support system for the wall. In most of the locations, the concrete is designed to act as “lagging” spanning between the structural steel members. The concrete base slab is rigidly connected to the SPTC walls, and the composite roof is pin-connected to the walls to form the tunnel. The following topics are discussed after an introduction to the project: geotechnical conditions, design concept of the SPTC slurry walls, design consideration, underpinning of the existing Central Artery, and low head-room construction.

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Lei, Mingfeng, Linghui Liu, Yuexiang Lin, Chenghua Shi, Weichao Yang, Chengyong Cao y Yao Liu. "Research Progress on Stability of Slurry Wall Trench of Underground Diaphragm Wall and Design Method of Slurry Unit Weight". Advances in Civil Engineering 2019 (16 de diciembre de 2019): 1–19. http://dx.doi.org/10.1155/2019/3965374.

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This paper performs an extensive literature survey and example investigation on the stabilisation of slurry wall trenches during the construction of diaphragm wall panel trenches, and the failure modes of slurry wall trench instability, the stability theoretical analysis models and methods, the slurry formation and its protection mechanism, the influence of related factors on slurry wall trench stabilisation, and other related problems are summarized and analyzed emphatically. And then, based on the limit equilibrium analysis method, the mechanical models of the overall stability and local stability of the trench wall are established, respectively, and the design method of slurry unit weight is derived to ensure the stability of the trench wall. Furthermore, an example application shows that the established slurry unit weight design method is reliable. At last, this paper also proposes the focus and direction for follow-up work, that is, to construct an accurate and effective theoretical analysis model of slurry wall trench instability considering the influence of multiple factors and the calculation method of the slurry cake and its mechanical or mathematical relationship with slurry quality.

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Zhang, Jun, Huie Chen, Cheng Qiu Cai, Ming Yuan Shi, Huan Yan y Zong Fang Chen. "Study on Influencing Factors and Control Measures of Diaphram Wall Panel Trench". Advanced Materials Research 535-537 (junio de 2012): 1851–54. http://dx.doi.org/10.4028/www.scientific.net/amr.535-537.1851.

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The stability of the slurry wall in the process of slurry supporting into slot directly affects the stability of the pit. This paper analyzes the key factors for deformation control, researches the influencing factors on slurry wall stability during slurry trenching and concreting for diaphragm wall, and proposes control measures to control the stability of slurry wall and matters need attention, which is of great significance to guide the foundation construction.

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Nasr-El-Din, H., C. A. Shook y M. N. Esmail. "Wall sampling in slurry systems". Canadian Journal of Chemical Engineering 63, n.º 5 (octubre de 1985): 746–53. http://dx.doi.org/10.1002/cjce.5450630507.

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Liu, Zhaoxia, Wenhui Bian, Gang Pan, Pengcheng Li y Wenxin Li. "Influences on Shotcrete Rebound from Walls with Random Roughness". Advances in Materials Science and Engineering 2018 (23 de octubre de 2018): 1–12. http://dx.doi.org/10.1155/2018/7401358.

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Concrete slurry can be sprayed on walls for reinforcement; however, there is a certain amount of rebound which is hazardous, lowers production quality, and wastes material. To investigate this problem, we studied single slurry droplets at the mesoscopic level. We deduced the factors influencing droplet spreading and wall adhesion to create models of shotcrete rebound. Then, a numerical simulation orthogonal experiment investigating droplet-wall impacts was performed. The relationship between the spreading coefficient and each influencing factor is discussed, and numerical models are presented. Finally, the obtained models are verified by physical experiments. The results show that the spreading coefficient can be used to better characterize the effect of slurry droplet adhesion to walls. Modeled and experimentally observed droplet-wall impacts showed good consistency. The influence of each factor on the spreading coefficient was determined in the following order of strength: droplet velocity and viscosity, wall roughness, and surface tension. The spreading coefficient increases with velocity, decreases with viscosity and roughness, and increases first and then decreases with surface tension. This study improves the fluid dynamics-based theory of multiphase flow in concrete slurry and provides a theoretical basis for mitigating shotcrete rebound.

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Soroush, Abbas y Mohammad Soroush. "Parameters affecting the thickness of bentonite cake in cutoff wall construction: case study and physical modeling". Canadian Geotechnical Journal 42, n.º 2 (1 de abril de 2005): 646–54. http://dx.doi.org/10.1139/t04-090.

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Concrete cutoff walls are usually constructed using a panel-by-panel technique in which primary panels are constructed with space between them and then secondary panels are constructed and inserted in the spaces. A small thickness of residual bentonite cake from the slurry used during excavation usually remains in the construction joints between adjacent primary and secondary panels. The thickness of such bentonite-filled joints should be minimized in terms of the performance of the cutoff wall in controlling seepage. This research experimentally evaluated the effects of a number of design and construction parameters on the thickness of the bentonite cake using data from a case study (the cutoff wall of Karkheh Dam). A physical model test was developed and a number of tests were conducted. The test results showed that parameters such as age of the primary panels, cement content of the slurry, quantity of additives in the slurry, and circulation versus noncirculation of the slurry are responsible for the thickness of the bentonite cake. The results are presented and analyzed.Key words: cutoff wall, plastic concrete, bentonite slurry, bentonite cake, physical model.

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Hansmire, William H., Henry A. Russell, Robert P. Rawnsley y Eldon L. Abbott. "Field Performance of Structural Slurry Wall". Journal of Geotechnical Engineering 115, n.º 2 (febrero de 1989): 141–56. http://dx.doi.org/10.1061/(asce)0733-9410(1989)115:2(141).

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NASR-EL-DIN, H., A. AFACAN y J. H. MASLIYAH. "WALL SAMPLING FROM HORIZONTAL SLURRY PIPELINES". Chemical Engineering Communications 82, n.º 1 (agosto de 1989): 203–21. http://dx.doi.org/10.1080/00986448908940642.

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Haghayeghi, Abdol y Yousef Alostaz. "Approach to Designing Structural Slurry Wall". Journal of Geotechnical and Geoenvironmental Engineering 127, n.º 2 (febrero de 2001): 194. http://dx.doi.org/10.1061/(asce)1090-0241(2001)127:2(194).

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Navon, D., R. C. Loehr, H. M. Liljestrand y D. E. Daniel. "Impact of biodegradable trenching slurry on iron treatment wall performance". Water Science and Technology 38, n.º 7 (1 de octubre de 1998): 49–53. http://dx.doi.org/10.2166/wst.1998.0276.

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Biodegradable trenching slurries have been proposed as a cost effective method for the emplacement of reactive treatment barriers. In this study, the impact of a bio-polymer slurry on the ability of zero-valent iron to reductively dehalogenate trichloroethene was measured. First-order trichloroethene degradation rates were determined for three types of iron, with and without slurry in batch reactions. For the commercial grade iron, a significant difference was determined between the surface area normalized rate without slurry (1.78E-4 L m−2 hr−1) and with slurry (1.23E-4 L m−2 hr−1). However, no significant difference was determined with or without bio-slurry for the reagent grade irons.

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Tesis sobre el tema "Slurry wall"

Page, Jonathan. "Changes in lateral stress during slurry trench wall installation". Thesis, Queen Mary, University of London, 1996. http://qmro.qmul.ac.uk/xmlui/handle/123456789/1650.

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The thesis is concerned with the effects of slurry trenching (diaphragm wall installation) in an overconsolidated clay, with particular emphasis on the changes in lateral stress which occur. A review of the literature on diaphragm wall installation in stiff overconsolidated clay was carried out, with particular reference to the measurement of changes in stress and the application of finite element analyses. The problem was investigated by means of centrifuge model tests and finite element analyses. The main body of the thesis details the development and results of a series of centrifuge tests. A model at 1 to 100 scale was tested at 100 gravities, enabling both the long and short term effects of slurry trench walling to be investigated. The technique adopted used a fluid-filled neoprene rubber bag in the place of the trench that was drained to ground level to simulate excavation under bentonite slurry. A mixture of plaster of Paris, iron-filings, fine sand and cement powder was then deposited into the bag to simulate wall placement. By using different fluid heights of different densities in the rubber bag, a series of initial earth pressure coefficients were modelled. The effects of both a stress and strain controlled boundary at the remote end of the model were also investigated. Finally, simulated concretes of different densities were adopted to see what effect this would have on placement stresses. A technique was developed to enable the measurement of changes in total lateral stress changes at up to 10 locations within the model. Pore water pressures were measured at the same positions, and ground settlements were measured at the surface of the model. A series of finite element analyses was carried out to extend the scope of the centrifuge model results by varying further the initial in situ conditions. The conclusions and suggestions for further work are presented at the end of the thesis.

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Talefirouz, Davood. "Use Of Granulated Blast Furnace Slag, Steel Slag And Fly Ash In Cement-bentonite Slurry Wall Construction". Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615432/index.pdf.

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Slurry walls have been widely used for more than 25 years to control the migration of contaminants in the subsurface. In the USA, vertical barriers are mostly constructed of soil-bentonite using the slurry trench method of construction. In this method, sodium bentonite is mixed with water to form a viscous slurry that is pumped into a trench during excavation to maintain the trench stability. The stable trench is then backfilled with a mixture of soil and slurry having a consistency of high slump concrete. These barriers have been designed primarily for low permeability, generally less than 10&minus
9 m/s. Some investigations have pointed toward improved performance using admixtures that would provide low permeability. In this study, Soma thermal power plant fly ash, granulated blast furnace slag, lime, and steel slag are used as admixture to improve the performance of slurry walls. Permeability, compressive strength, slump, compressibility properties of the mixtures were found and checked for the minimum requirements. According to the findings of this study, granulated blast furnace slag (GGBS), fly ash and steel slag can be used at certain percentages and curing periods as additive in cement-bentonite barrier wall construction. Permeability of specimens having fly ash decreases by increasing fly ash content. Mixtures having 50 % of GGBS type I with 5 % of lime and 9% bentonite content gave acceptable results in 28 days of curing time. Specimens including 50 % of GGBS type II with 5 % of lime and 9% bentonite content gave the higher permeability value in 28 days of curing time with respect to GGBS type I. In addition, most of the mixtures prepared by steel slag gave the acceptable permeability values in 28 days of curing period. Unconfined compressive strength of all mixtures increase by increasing curing time. Cc, Cr, Cv, kcon values were found from consolidation test results. Permeability values found from consolidation tests are 10 times to 100 times higher than flexible wall k results for the same effective stress of 150 kPa. Generally, mv values are decreasing with increasing curing time. As mv decreases, D increases.

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Malmström, Jacob y Erik Nyström. "Livscykelanalys av slitsmurskonstruktion : En jämförelse av klimatpåverkan mellan en slitsmur och en kombination av spont och platsgjuten betongmur". Thesis, KTH, Byggteknik och design, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259943.

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Västlänken i Göteborg är ett tunnelprojekt för järnväg som skall byggas under centrala Göteborg. Tunneln byggs genom både berg och lera, projektet kommer att använda sig av ett flertal tekniker och konstruktionslösningar. Västlänken är ett av de första stora infrastrukturprojekt i Sverige där slitsmurar används som permanenta konstruktioner. På uppdrag av Trafikverket har två olika typer av stödmurskonstruktioner undersökts med avseende på deras klimatpåverkan. Konstruktionslösningarna är en temporär spont med tillhörande tunnelvägg och en slitsmur. Slitsmuren används både som en temporär konstruktion under byggskedet och en del i den permanenta tunnelväggen. Slitsmurar har först nyligen blivit godkända att användas som delar av permanenta konstruktioner av Trafikverket. Av denna anledning finns det inte mycket information om konstruktionens klimatpåverkan. Syftet med rapporten är att undersöka klimatpåverkan från de två olika konstruktionslösningarna. Jämförelsen har gjorts med hjälp av livscykelanalyser för att få den mest övergripande analysen. En livscykelanalys (LCA) är ett verktyg för att synliggöra en produkts totala miljöpåverkan under dess livstid. Detta åstadkoms genom att alla de olika delprocesser som krävs för att skapa produkten inventeras och analyseras. LCA har utförts med datorprogrammet SimaPro och databasen Ecoinvent. I SimaPro har båda konstruktionslösningarna modellerats och deras miljöpåverkan sedan beräknats med ReCiPe 2016. Indata till LCA har samlats in från ritningar och diskussioner med experter på området. Resultatet från livscykelanalysen visar att slitsmurarna i detta projekt har större klimatpåverkan än konstruktionslösningen med spont och en platsgjuten betongmur. För slitsmuren står armering samt betong för den största delen av klimatpåverkan och för sponten är det den stora mängden stål som krävs vid de kraftiga dimensionerna. Då en del av konstruktionerna inom projektet ej var färdigprojekterad när denna rapport författades rekommenderas ytterligare studier på ämnet för att validera resultaten
The West Link Project is as tunnel project for the railroad that will be constructed below central Gothenburg. The project is built through clay and solid rock thus making use of several techniques and structural solutions. The West Link Project (Västlänken) is the first major infrastructure project in Sweden where diaphragm walls are used as a part of the permanent structure. Two different structures have been examined on behalf of the Swedish Transport Administration, with regards to their climatic impact. The two structures examined are a temporary sheet pile with a cast-in-place concrete wall that is used as a part of the tunnel wall, and a diaphragm wall. The diaphragm wall is used as an earth retaining wall during the construction stage and as a part of the permanent tunnel wall. Diaphragm walls have just recently been approved as parts of permanent structures by the Swedish Transport Administration. Due to this there isn’t a lot of information available on their climatic impact. The purpose of this paper is to examine the climatic impact of these two different structures. The comparison has been performed by the use of a lifecycle analysis to get the most comprehensive analysis. A lifecycle analysis (LCA) is a tool that helps to get a perspective on a product’s total environmental impact over the course of its lifetime. This is accomplished by doing an inventory of all the different processes involved in its production. For the LCA the computer program SimaPro, and the database Ecoinvent were used. In SimaPro both of the structure have been modelled and their environmental impact has been calculated with ReCiPe 2016.Input for the LCA have been gathered from drawings and communication with experts. The result of the LCA shows that in this project the diaphragm walls have a higher climatic impact than the sheet pile and concrete wall. With regards to the diaphragm wall the majority of its climatic impact is from the large amounts of reinforcement and concrete used. For the sheet pile the steel used to manufacture sheets of the dimensions used in the project is the largest contributing factor. Due to the fact that some of the structures in the project are still being at the design stage at the time of writing further studies are recommended to validate the results.

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Konstantakos, Dimitrios C. (Dimitrios Christos) 1975. "Measured performance of slurry walls". Thesis, Massachusetts Institute of Technology, 2002. http://hdl.handle.net/1721.1/8376.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2002.
Includes bibliographical references (p. 355-361).
This thesis evaluates the measured performance of 29 slurry wall supported excavations in Boston, Chicago, Washington DC, and San Francisco - most of which have been constructed since 1980. Each of these case studies includes data on the initial site conditions (soil profile and properties, groundwater conditions and location of adjacent facilities etc.) and designs for support of the excavations. The main goal is to relate construction records to the measured performance of the lateral earth support systems. The principal parameters of interest are the induced ground deformations (and their effects on adjacent structures) and observations of groundwater flows. The actual monitoring data always include inclinometer measurements of lateral deflections within the diaphragm wall and/or adjacent soil. However, other information such as surface settlements, building settlements, heave of the sub-grade or piezometric data were only archived for some of the projects (nearly all in Boston). Even fewer projects contain measurements of structural forces in either the diaphragm wall or bracing system. These data have been grouped according to the soil profile, toe fixity of the wall and type of bracing system (tie-back anchors, prestressed cross-lot and top-down). Most of the projects have succeeded in allowing only small wall deflections, often less than 0.2% to 0.3% of the total excavation depth, and similar magnitudes of the maximum surface settlements. Larger wall movements did occur in several projects but have been linked to either inadequate bracing (poor tieback design or inadequate pre-stressing of rakers), lack of toe embedment or ground softening inside the excavation (installation of drilled caissons or load bearing elements). Unexpectedly large surface settlements in one project (Dana Farer) were clearly linked to ground loss during tieback installation. Several other reported cases of leakage (through panel joints and/or tiebacks) have been repaired by grouting. Given the limited availability of archival data, the thesis has focused on the interpretation of lateral deflections. Wall deformations have been sub-divided into rigid body translation, rigid body rotation and bending modes. Empirical correlations have been proposed for estimating each of these components.
b y Dimitrios C. Konstantakos.
M.Eng.

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Kashir, Mansor A. "Performance of slurry walls under acid mine drainage". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0006/NQ32316.pdf.

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Krol, Magdalena M. "Implications of trichloroethylene diffusion through soil-bentonite slurry walls". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0019/MQ58050.pdf.

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Iannaccone, Philip Michael 1976. "Implications of construction techniques on the performance of slurry walls". Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/80164.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1999.
Includes bibliographical references (leaves 45-46).
by Philip Michael Iannaccone.
M.Eng.

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Pagani, Bianca Reis. "Estudo de misturas solo-cimento-bentonita-fibra para uso em barreiras verticais de contenção de contaminantes". reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2007. http://hdl.handle.net/10183/11200.

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O presente trabalho investigou o comportamento mecânico e hidráulico de novos materiais geotécnicos compósitos para a utilização em barreiras verticais do tipo Slurry Walls. Fundamentalmente, o objetivo do programa experimental foi analisar o comportamento tensão-deformação e a influência da poro-pressão, através de ensaios triaxiais e ensaios de compressão não-confinada em misturas solo-cimento-bentonita (SCB) e solo-cimentobentonita- fibra (SCBF) e também a condutividade hidráulica em misturas solo-bentonita-fibra (SBF) e solo-cimento-bentonita-fibra. As misturas testadas nos ensaios triaxiais, cisalhadas na condição não-drenada (CIU) com tensões efetivas entre 50 e 470 kPa, foram rompidas após um período de 7 dias de cura. Nestes ensaios, foram medidas as condutividades hidráulicas antes e após o cisalhamento dos corpos de prova, a fim de comparar e identificar o comportamento da condutividade quando as barreiras verticais são solicitadas.A condutividade hidráulica avaliada em permeâmetro de parede rígida para as misturas SBF e SCBF foram comparadas com resultados de misturas SB e SCB obtidos na literatura. Os resultados dos ensaios realizados indicaram uma mudança dos padrões de comportamento dos materiais compósitos em relação à situação sem reforço, como o aumento dos parâmetros de resistência ao cisalhamento e a diminuição das deformações volumétricas sob carregamento isotrópico. Os ensaios de condutividade hidráulica confirmaram que o comportamento do material não foi afetado pela adição das fibras. Já os ensaios de condutividade hidráulica realizados no equipamento triaxial demonstraram que a condutividade hidráulica aumenta após o cisalhamento do corpo de prova.
The present work aimed the investigation of the mechanical and hydraulic behavior of new geotechnical composite materials for use in vertical barrier walls (Slurry Walls). Fundamentally, the objective of the experimental program was to analyze the stress-strain behavior as well as the pore-pressure influence by means of triaxial tests, unconfined compression tests on mixtures of soil-cement-bentonite (SCB) and soil-cement-bentonitefiber (SCBF), and hydraulic conductivity tests on soil-bentonite-fiber (SBF) and soil-cementbentonite- fiber mixtures. The speciments formatted by the different mixtures were tested in the triaxial equipment, and sheared under consolidated isotropically undrained conditions (CIU) and efective stresses ranging from 50 to 470 kPa, after 7 days of curing. In these tests, the hydraulic conductivities were measured previously and after shearing the samples, in order to compare and identify the conductivity behavior at the moment in which the vertical barriers are requested. The hydraulic conductivity coefficients of SBF and SCBF mixtures obtained from rigid wall permeameter tests were compared with results existent in the literature for SB and SCB mixtures. The results indicated changes of the behavior standards for composite materials if compared with the unreinforced situation, such as increases of shear strength parameters and decreases of volumetric deformations under isotropic loading. The results of hydraulic conductivity tests confirmed that the behavior of the material is not affected by the addition of fibers. The results of hydraulic conductivity tests conducted in the triaxial equipment showed increases of the hydraulic conductivity coefficient after the shearing of the samples.

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Podola, Michal. "Penzion pro seniory". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227677.

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Project documentation addresses the construction of the building Pension for seniors in Chomýž. The plot is close to the village center. It is a detached new build. The building is used for senior housing in a very quiet area. There is one part of a building apartments 1 bedroom and 2 bedroom apartments. In the second part of the building, which serves not only seniors, but also close to the public, is dining with dispensaries, further a patisserie, general practitioner, pedicure and hairdressing. The building and access roads designed for the disabled. The aim of the project documentation is to increase the comfort of the service in the village Chomýž.

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Vančo, Matúš. "Polyfunkčný dom". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372206.

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The subject of the thesis is the development of project documentation for the construction design of the mixed-use building in the city of Brno, a borough of Cerna Pole. The vertical load-bearing structures of the above ground floors are made of sand-lime blocks. The vertical load-bearing structures of the underground floor are made of cast-in-place concrete. The last floor has warm flat green roof. The main purpose of this building is for administration, trade and services, which make up to 60% of floor area. The rest of floor area is used for housing. On the north side is the underground parking garage. The residential part is oriented to the South, the offices are oriented to the North.

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Más fuentes

Libros sobre el tema "Slurry wall"

Bailey, S. W. Storage of farm manures and slurries: Weeping-wall slurry stores. Alnwick, Northumberland: Ministry of Agriculture, Fisheries and Food, 1987.

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Slurry walls as structural systems. 2^a ed. New York: McGraw-Hill, 1994.

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Paul, DB, RR Davidson y NJ Cavalli, eds. Slurry Walls: Design, Construction, and Quality Control. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1992. http://dx.doi.org/10.1520/stp1129-eb.

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Leach, Roy E. Falling beam soilsaw TM [superscript]: An advanced process for forming underground cutoff walls. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1995.

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Teeter, Ray Masters. The use of fly ash in self-hardening slurry trench cutoff walls: Submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Civil Engineering in the Graduate School of Syracuse University. Ann Arbor, Mich: University Microfilms International, 1991.

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United States. Environmental Protection Agency. Office of Emergency and Remedial Response. y United States. Environmental Protection Agency. Office of Research and Development., eds. Slurry walls. Washington, DC: U.S. Environmental Protection Agency, Office of Emergency and Remedial Response, 1992.

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Slurry walls. Washington, DC: U.S. Environmental Protection Agency, Office of Emergency and Remedial Response, 1992.

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Slurry walls. Washington, DC: U.S. Environmental Protection Agency, Office of Emergency and Remedial Response, 1992.

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1956-, Paul David B., Davidson Richard R. 1953- y Cavalli Nicholas J. 1949-, eds. Slurry walls: Design, construction, and quality control. Philadelphia, PA: ASTM, 1992.

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Specification for the Construction of Slurry Trench Cut-off Walls. Institution of Civil Engineers, 1999.

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Capítulos de libros sobre el tema "Slurry wall"

Elsobky, Basma, Nada Attia, Omar Moustafa, Rafik Yanni, Mohamed Abdeldayem, Omar Elweleilly, Ezzat Fahmy, Mohamed Darwish, Mohamed Rashwan y Mohamed Nagib Abouzeid. "Use of Granite Slurry in Masonry Manufacturing and Wall Construction". En Recent Research in Sustainable Structures, 39–47. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34216-6_3.

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Dai, Guozhong, Jia Zhu, Guicai Shi y Weicheng Shi. "Numerical Analysis of Wall Deformation of PBFC Anti-seepage Slurry in Landfill". En Proceedings of GeoShanghai 2018 International Conference: Multi-physics Processes in Soil Mechanics and Advances in Geotechnical Testing, 271–79. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0095-0_31.

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Komolov, Vasilii, Artem Belikov y Peter Demenkov. "Research on Load-Bearing Constructions Behavior During Pit Excavation Under «Slurry Wall» Protection". En Lecture Notes in Civil Engineering, 313–23. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83917-8_29.

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Wang, Jingyu, Jianguo Liu, Longlong Fu, Weitao Ye y Guangwei Xu. "On Trench Construction of Diaphragm Wall in Medium-Coarse Sand: Slurry Composition and Construction Optimization". En Springer Series in Geomechanics and Geoengineering, 1041–45. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97115-5_34.

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Yang, Yu-Ling, Krishna R. Reddy, Yan-Jun Du y Ri-Dong Fan. "Sorption of Lead to Slurry Trench Cutoff Wall Backfills Comprised of SHMP-Amended Ca-Bentonite". En Proceedings of the 8th International Congress on Environmental Geotechnics Volume 2, 537–43. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2224-2_66.

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Evans, Jeffrey C., Yu-Ling Yang y Daniel G. Ruffing. "Vane Shear Tests to Evaluate in Situ Stress State of a Soil-Bentonite Slurry Trench Wall". En Proceedings of the 8th International Congress on Environmental Geotechnics Volume 2, 376–84. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2224-2_46.

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Guy, D. G. "A Slurry Wall Groundwater Barrier Used to Isolate a Major Trunk Road from an Exposed Aquifer". En Contaminated Soil ’95, 1235–36. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0421-0_90.

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Burghardt, M., G. J. Mulder y R. Kabos. "Quality Assurance and Quality Control During the Installation Process of a Vertical Slurry Wall of Plastic Concrete". En Soil & Environment, 723–24. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0415-9_193.

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Liu, Wei, Peixin Shi, Qiang Tang y Fei Wang. "Stability Analysis of L-Shape Slurry Trench During Concrete Diaphragm Wall Installation in $$ c-\varphi $$c-φ Soils". En Springer Series in Geomechanics and Geoengineering, 992–96. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97115-5_23.

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Evans, Jeffrey, Daniel Ruffing y David Elton. "Slurry trench cutoff walls". En Fundamentals of Ground Improvement Engineering, 227–56. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780367816995-8.

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Actas de conferencias sobre el tema "Slurry wall"

Brunner, Wolfgang G. "Development of Slurry Wall Technique and Slurry Wall Construction Equipment". En GeoSupport Conference 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40713(2004)59.

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Dzeng, Ren-Jye y Yi-Shan Ho. "Knowledge Learning System for Slurry Wall Construction". En 16th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1999. http://dx.doi.org/10.22260/isarc1999/0007.

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Ruffing, Daniel, Jeffrey Evans y Nathan Coughenour. "Soil-Bentonite Slurry Trench Cutoff Wall Longevity". En IFCEE 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481608.021.

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Kuo, C. J., Y. K. Lin, F. C. Lu y C. H. Chen. "Case Study of Slurry Wall Construction for Renewal of an Old Mansion with Three-Story Basement and Slurry Wall". En International Symposium on Advances in Foundation Engineering. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-4623-0_138.

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Schell, T. D., A. Kalil, B. Buchholz y S. Woskie. "68. Slurry Wall Construction and Associated Health Hazards". En AIHce 1997 - Taking Responsibility...Building Tomorrow's Profession Papers. AIHA, 1999. http://dx.doi.org/10.3320/1.2765574.

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Matousek, Vaclav. "Pipe-Wall Friction in Vertical Sand-Slurry Flows". En ASME 2005 Fluids Engineering Division Summer Meeting. ASMEDC, 2005. http://dx.doi.org/10.1115/fedsm2005-77278.

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Resumen

Friction due to the presence of solid particles suspended in a flow is a result of processes in a relatively thin layer near the pipe wall. Pipe-wall friction generated by particles in permanent contact with pipe wall is relatively well understood. However, very little is known about the friction deriving from sporadic contact (collisions) of particles with the wall. This friction is a major contributor to the frictional pressure drop in many slurry pipeline applications. The paper describes results of extensive laboratory tests of vertical flows of different sand fractions (fine, medium and coarse sands) carried out in the Laboratory of Dredging Engineering of the Delft University. In order to identify mechanisms that govern the solid-particle friction at the pipe wall the paper analyses friction conditions in observed vertical flows. The effects of particle-particle interactions and particle-liquid interactions on the pipe-wall friction are evaluated. One of the interesting phenomena observed in the laboratory was that frictional pressure drops in highly-concentrated flows at high velocities are lower for slurries of medium sand and coarse sand than for slurries of fine sand. The observed trend is believed to be associated with the liquid–lift force acting on solid particles traveling near a pipe wall. This off-wall force seems to be the most effective for medium to coarse particles traveling in highly concentrated mixture in the near-wall region. Thus pressure drops due to the presence of solids in non-stratified flows seem to be primarily produced by the combined effect of the Bagnold collisional force (force that colliding particles exert against the pipe wall) and liquid lift force acting on solid particles in the near-wall zone of the slurry flow.

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Evans, Jeffrey C. y Daniel Ruffing. "Stresses in Soil-Bentonite Slurry Trench Cutoff Wall". En Eighth International Conference on Case Histories in Geotechnical Engineering. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482148.018.

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Bennert, T. A., A. Maher y F. Jafari. "Piezocone Evaluation of a Shallow Soil-Bentonite Slurry Wall". En Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40789(168)43.

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Nakamura, Toshio y Kozaburo Tsuchiya. "The Computer Controlled System of Deep Slurry Wall Construction". En 5th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1988. http://dx.doi.org/10.22260/isarc1988/0078.

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Moo-Young, Horace, Charles Ochola y Marc Gallagher. "Laboratory Determination of Slurry Wall Construction with Paper Clay". En Geo-Denver 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40519(293)6.

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