Relevant bibliographies by topics / Wall pressures

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Wall pressures'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 February 2022

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Journal articles on the topic "Wall pressures"

1

Harrop‐Williams, Kingsley O. "Geostatic Wall Pressures." Journal of Geotechnical Engineering 115, no. 9 (1989): 1321–25. http://dx.doi.org/10.1061/(asce)0733-9410(1989)115:9(1321).

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Sadrekarimi, Abouzar. "Pseudo-static lateral earth pressures on broken-back retaining walls." Canadian Geotechnical Journal 47, no. 11 (2010): 1247–58. http://dx.doi.org/10.1139/t10-025.

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Displacement of retaining walls during earthquakes causes damage to the structures founded on their backfill. The displacement of the wall can be reduced by decreasing the lateral earth pressure applied on its back. This can be achieved in a broken-back wall as the size of the failure wedge formed behind the wall is reduced; therefore, the calculation of lateral earth pressures is essential in assessing the safety of and designing broken-back retaining walls. In this study, a series of reduced-scale shaking table model experiments were performed on broken-back quay walls composed of concrete b
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Song, Fei, Jian Min Zhang, and Lu Yu Zhang. "Evaluation of Earth Pressures Against Rigid Retaining Structures with RTT Mode." Advanced Materials Research 168-170 (December 2010): 200–205. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.200.

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The evaluation of earth pressure is of vital importance for the design of various retaining walls and infrastructures. Experimental studies show that earth pressures are closely related to the mode and amount of wall displacement. In this paper, based on the reveal of the formation mechanism of earth pressures against rigid retaining wall with RTT mode, a new method is proposed to calculate the earth pressure distribution in such conditions. Finally, the effectiveness of the method is confirmed by the experimental results.
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Boone, Lorne C., David C. Sego, and S. Peter Dozzi. "Field performance of thin wall foundations." Canadian Journal of Civil Engineering 23, no. 2 (1996): 315–22. http://dx.doi.org/10.1139/l96-037.

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The feasibility of building residential basement foundation walls of unreinforced concrete thinner than the conventional 200 mm thick wall is investigated. An optimum thickness of 150 mm was determined for an unreinforced 2400 mm high foundation wall based on the use of equivalent fluid pressures with sand and gravel backfill material. For walls backfilled with other than clean sand and gravel, or with a submerged condition, it was found that the theoretical maximum backfill heights for both 150 and 200 mm walls are substantially less than those presently specified by the Alberta Building Code
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Chen, Zuyu, and Songmei Li. "Evaluation of active earth pressure by the generalized method of slices." Canadian Geotechnical Journal 35, no. 4 (1998): 591–99. http://dx.doi.org/10.1139/t98-022.

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The generalized method of slices, commonly used in slope stability analysis, can be extended to determine active earth pressures applied to various types of supports. The governing force and moment equlibrium equations are given. In a similar manner to slope stability analysis, the methods of optimization are used to define the critical slip surface that is associated with the maximum wall pressure. Examples show that the approaches give active earth pressures identical to the Rankine solution for gravity walls. For other types of support, such as anchored or strutted walls, the earth pressure
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Harrop-Williams, K. O. "Geostatic wall pressures. Technical note." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 27, no. 2 (1990): A115. http://dx.doi.org/10.1016/0148-9062(90)95273-4.

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Eigenbrod, K. D., and J. P. Burak. "Field measurement of anchor forces, ground temperatures, and pore-water pressures behind a retaining structure in northwestern Ontario." Canadian Geotechnical Journal 29, no. 1 (1992): 112–16. http://dx.doi.org/10.1139/t92-012.

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Anchor forces, ground temperatures, and piezometric pressures were measured at a retaining wall in northwestern Ontario over a period of 2 years. The anchor forces were measured with strain gauges attached in pairs directly to the anchor rods. This method appeared practical in the field for time periods of less than 2 years as long as the strain gauges were carefully protected against moisture. The anchor forces increased from an average of 5 kN initially up to values of 50 kN during the winter periods and dropped during the summer periods back to the same values measured initially. The anchor
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Filz, George M., and James M. Duncan. "Earth Pressures Due to Compaction: Comparison of Theory with Laboratory and Field Behavior." Transportation Research Record: Journal of the Transportation Research Board 1526, no. 1 (1996): 28–37. http://dx.doi.org/10.1177/0361198196152600105.

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Compaction of backfill adjacent to stiff and unyielding structures induces earth pressures in the compacted fill that exceed normal at-rest earth pressures. A numerical method that can be used to calculate compaction-induced lateral earth pressures has been proposed by Duncan and Seed. The purpose of the study described in this paper is to evaluate the theory by comparing calculated and measured compaction-induced lateral earth pressures. The data for the comparisons is from values measured in backfills behind three stiff, unyielding walls: the instrumented retaining wall in the Transport and
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Ooi, Phillip S. K., Michael T. Adams, and Joseph B. Lawrence. "Long-Term Behavior of a Geosynthetic Reinforced Soil Integrated Bridge System in Hawaii." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 2 (2019): 571–82. http://dx.doi.org/10.1177/0361198119827913.

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A 109.5-Ft-long Geosynthetic Reinforced Soil Integrated Bridge System (GRS-IBS) in Hawaii was instrumented to measure superstructure strains, vertical pressures below the footing, lateral pressures behind the end wall and modular block facing, and lateral displacements of the facing. Field surveys were also performed to measure the bridge footing settlement. The field data showed that: (1) with time the superstructure compressive concrete strains gradually increased and the end wall lateral pressures gradually decreased, evidence of superstructure concrete creep and shrinkage; (2) three years
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Thompson, S. A., N. Galili, and R. A. Williams. "Lateral and vertical pressures in two different full-scale grain bins during loading Presiones laterales y verticales durante el llenado de diferentes silos para granos." Food Science and Technology International 3, no. 5 (1997): 371–79. http://dx.doi.org/10.1177/108201329700300508.

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Lateral and vertical floor pressures were measured in two different corrugated-walled steel grain bins using load cells mounted on the floor and walls of the bin. Bin one was 12.8 m in diameter and 17.1 m tall and bin two was 11.0 m in diameter and 14.0 m tall. Tests were conducted with corn. In the 12.8 m diameter bin the largest average lateral wall pressure was 28.2 kPa at a grain depth of 15.2 m, while in the 11.0 m diameter bin the largest average lateral pressure was 26.9 kPa at a grain depth of 11.9 m. Design standard EP433 produced only slightly more conservative lateral wall pressure
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Dissertations / Theses on the topic "Wall pressures"

1

Ahn, B. K. "Modelling unsteady wall pressures beneath turbulent boundary layers." Thesis, University of Cambridge, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.595397.

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The objective is to estimate the surface pressure distributions and corresponding spectra induced by fully developed hairpin vortices inclined at an angle of 45 degree to the wall in turbulent boundary layers. On the assumption that fully developed hairpin vortices are governed by inviscid dynamics, we obtain an exact formulation for the stagnation pressure, in terms of a Green function integral along the vortex lines. We then evaluate the surface static pressure by subtracting the dynamic pressure from the results of this formulation applied to our vortex geometry. On the basis of the attache
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Yu, Shenkai. "Finite element prediction of wall pressures in silos." Thesis, University of Wolverhampton, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.401036.

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Mansour, Eman M. S. "Swell Pressures and Retaining Wall Design in Expansıve Soils." University of Dayton / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1323536478.

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Pearce, W. "A wind tunnel investigation of the internal pressure dynamics of a single-cell building fitted with a flexible roof and a dominant opening." Thesis, City University London, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.307874.

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Brehaut, Richard Jeremy. "Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines." Thesis, University of Canterbury. Geological Sciences, 2009. http://hdl.handle.net/10092/4465.

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The Hamersley Province, located approximately 1200 km north of Perth, Western Australia forms part of the southern Pilbara craton, an extensive area of Band Iron Formations (BIF). The area has a high economic significance due to several enrichment stages of the country rock (BIF) resulting in several large high-grade iron ore deposits. Mount Whaleback near Newman and Mount Tom Price are the largest deposits, where reserves have been estimated at 1400 Mt and 900 Mt respectively. These ore bodies have been quantified as being high grade resources at approximately 64 % iron, with a high lump to f
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Iannelli, Michael. "Determination of Seismic Earth Pressures on Retaining Walls through Finite Element Analysis." DigitalCommons@CalPoly, 2016. https://digitalcommons.calpoly.edu/theses/1724.

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Seismic pressures on displacing or rigid retaining or basement walls have been derived based on the original work of Mononobe and Okabe, who used a shake table to calculate dynamic pressures of displacing retaining walls existing in cohesionless soils. Since this original work was done over eighty years ago, the results of Mononobe and Okabe, colloquially known as M-O theory, have been applied to different conditions, including non-displacing basement walls, as well as changes in soil properties. Since the original work of M-O, there have been numerous studies completed to verify the accuracy
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Cilingir, Ulas. "A Model Study On The Effects Of Wall Stiffness And Surcharge On Dynamic Lateral Earth Pressures." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606215/index.pdf.

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A model study on laterally braced sheet pile walls retaining cohesionless soil was conducted using 1-g shaking table. Lateral dynamic earth pressures, backfill accelerations and dynamic displacement of walls were measured. Input accelerations were kept between 0.03g to 0.27g. A data acquisition system consisting of dynamic pressure transducers, accelerometers, displacement transducer, signal conditioning board and a data acquisition card compatible with a personal computer was used during the study. Three different walls with thicknesses of 6.6, 3.2 and 2.0 mm were used in order to investigate
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Atherton, William. "An empirical investigation of catastrophic and partial failures of bulk storage vessels and subsequent bund wall overtopping and dynamic pressures." Thesis, Liverpool John Moores University, 2008. http://researchonline.ljmu.ac.uk/5866/.

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Cook, Andrew. "Examining the effects of openings at the base of slender reinforced concrete (tilt-up) wall panels subjected to varying wind pressures." Kansas State University, 2011. http://hdl.handle.net/2097/13166.

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Master of Science<br>Department of Architectural Engineering and Construction Science<br>Kimberly Waggle Kramer<br>This report examines the effects of openings located at the base of reinforced concrete slender wall panels (tilt-up panels) designed in accordance with the American Concrete Institute (ACI) Committee 318-11 Building Code Requirements for Structural Concrete Section 14.8 Alternative Design of Slender Walls. The parametric study calculates the reinforcement (longitudinal) required for specific panels in accordance with ACI 318-11 Section 14.8 and compares the designs to a finite el
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Stratmann, Jochen. "Droplet wall and spray wall interaction at increased ambient pressure and wall temperature." Aachen Shaker, 2009. http://d-nb.info/995684472/04.

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Books on the topic "Wall pressures"

1

Yu, Shenkai. Finite element prediction of wall pressures in silos. University of Wolverhampton, 2004.

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2

Symons, I. F. Earth pressures against an experimental retaining wall backfilled with heavy clay. Transport and Road Reseach Laboratory, Structures Group, Ground Engineering Division, 1989.

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3

W, Hart David, ed. Wall Street polices itself: How securities firms manage the legal hazards of competitive pressures. Oxford University Press, 1998.

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4

Kuhn, R. E. An analysis of the pressures, forces and moments induced by the ground vortex generated by a single impinging jet. National Aeronautics and Space Administration, Ames Research Center, 1997.

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5

Labrujere, Th E. Correction for wall interference in a solid-wall wind tunnel using sparse measured boundary conditions. National Aerospace Laboratory, 1989.

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6

Ulbrich, Norbert. The real-time wall interference correction system of the NASA Ames 12-foot pressure wind tunnel. National Aeronautics and Space Administration, Ames Research Center, 1998.

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Ulbrich, Norbert. The real-time wall interference correction system of the NASA Ames 12-foot pressure wind tunnel. National Aeronautics and Space Administration, Ames Research Center, 1998.

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Ulbrich, Norbert. The real-time wall interference correction system of the NASA Ames 12-foot pressure wind tunnel. National Aeronautics and Space Administration, Ames Research Center, 1998.

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Ulbrich, Norbert. The real-time wall interference correction system of the NASA Ames 12-foot pressure wind tunnel. National Aeronautics and Space Administration, Ames Research Center, 1998.

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Ulbrich, Norbert. The real-time wall interference correction system of the NASA Ames 12-foot pressure wind tunnel. National Aeronautics and Space Administration, Ames Research Center, 1998.

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Book chapters on the topic "Wall pressures"

1

Ditlevsen, Ove, and K. Nikolaj Berntsen. "Statistical Analysis of Silo Wall Pressures." In Physics of Dry Granular Media. Springer Netherlands, 1998. http://dx.doi.org/10.1007/978-94-017-2653-5_9.

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Nazarenko, Nelli N., and Anna G. Knyazeva. "Transfer of a Biological Fluid Through a Porous Wall of a Capillary." In Springer Tracts in Mechanical Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60124-9_22.

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AbstractThe treatise proposes a model of biological fluid transfer in a dedicated macropore with microporous walls. The distribution of concentrations and velocity studies in the capillary wall for two flow regimes—convective and diffusive. The largest impact on the redistribution of concentration between the capillary volume and its porous wall is made by Darcy number and correlation of diffusion coefficients and concentration expansion. The velocity in the interface vicinity increases with rising pressure in the capillary volume or under decreasing porosity or without consideration of the concentration expansion.
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Leehey, Patrick. "Dynamic Wall Pressure Measurements." In Advances in Fluid Mechanics Measurements. Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-83787-6_5.

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Ngouani, M. M. Siewe, Yong Kang Chen, R. Day, and O. David-West. "Low-Speed Aerodynamic Analysis Using Four Different Turbulent Models of Solver of a Wind Turbine Shroud." In Springer Proceedings in Energy. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-63916-7_19.

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AbstractThis study presents the effect of four different turbulent models of solver on the aerodynamic analysis of a shroud at wind speed below 6 m/s. The converting shroud uses a combination of a cylindrical case and an inverted circular wing base which captures the wind from a 360° direction. The CFD models used are: the SST (Menter) k-ω model, the Reynolds Stress Transport (RST) model, the Improved Delay Detached Eddies Simulation model (IDDES) SST k-ω model and the Large Eddies Simulation Wall Adaptive model. It was found that all models have predicted a convergent surface pressure. The RST, the IDDES and the WALE LES are the only models which have well described regions of pressure gradient. They have all predicted a pressure difference between the planes (1–5) which shows a movement of the air from the lower plane 1 (inlet) to the higher plane 5 (outlet). The RST and IDDES have predicted better vorticities on the plane 1 (inlet). It was also found that the model RST, IDDES, and WALE LES have captured properly the area of turbulences across the internal region of the case. All models have predicted the point of flow separation. They have also revealed that the IDDES and the WALE LES can capture and model the wake eddies at different planes. Thus, they are the most appropriate for such simulation although demanding in computational power. The movement of air predicted by almost all models could be used to drive a turbine.
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Chalisgaonkar, Rajendra. "Revisiting Earth Pressure Theories." In Design of Breast Walls. CRC Press, 2021. http://dx.doi.org/10.1201/9781003162995-2.

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Buchmann, N. A., Y. C. Kücükosman, K. Ehrenfried, and C. J. Kähler. "Wall Pressure Signature in Compressible Turbulent Boundary Layers." In Progress in Wall Turbulence 2. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-20388-1_8.

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de Jesus, A. B., L. A. C. A. Schiavo, J. L. Azevedo, and J. P. Laval. "Adverse Pressure Gradients and Curvature Effects in Turbulent Channel Flows." In Progress in Wall Turbulence 2. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-20388-1_26.

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Moeller, Mark J., Teresa S. Miller, and Richard G. DeJong. "Effect of Developing Pressure Gradients on TBL Wall Pressure Spectrums." In Flinovia - Flow Induced Noise and Vibration Issues and Aspects. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09713-8_3.

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Schiffrin, Ernesto L., Alain Tedgui, and Stephanie Lehoux. "Mechanical Stress and the Arterial Wall." In Blood Pressure and Arterial Wall Mechanics in Cardiovascular Diseases. Springer London, 2014. http://dx.doi.org/10.1007/978-1-4471-5198-2_9.

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Dróżdż, Artur, and Witold Elsner. "Analysis of Vortices Generation Process in Turbulent Boundary Subjected to Pressure Gradient." In Progress in Wall Turbulence 2. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-20388-1_23.

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Conference papers on the topic "Wall pressures"

1

Ahn, Byoung-Kwon, W. R. Graham, and S. A. Rizzi. "Modelling Unsteady Wall Pressures Beneath Turbulent Boundary Layers." In 10th AIAA/CEAS Aeroacoustics Conference. American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-2849.

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Oruganti, Sreevishnu, and Shreyas Narsipur. "Airfoil Lift Calculation Using Wind Tunnel Wall Pressures." In AIAA Scitech 2020 Forum. American Institute of Aeronautics and Astronautics, 2020. http://dx.doi.org/10.2514/6.2020-0111.

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Akers, Stephen, Jay Ehrgott, and Denis Rickman. "Numerical Simulations of Explosive Blast Pressures During Wall Breaching." In 2006 HPCMP Users Group Conference (HPCMP-UGC'06). IEEE, 2006. http://dx.doi.org/10.1109/hpcmp-ugc.2006.54.

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Mendoza, Edgar, Manuel Verduzco, and Rodolfo Silva. "Investigation on Uplift Dynamic Pressures in Crown Wall Breakwaters." In Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480304.071.

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Green, Russell A., C. Guney Olgun, Robert M. Ebeling, and Wanda I. Cameron. "Seismically Induced Lateral Earth Pressures on a Cantilever Retaining Wall." In Sixth U.S. Conference and Workshop on Lifeline Earthquake Engineering (TCLEE) 2003. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40687(2003)96.

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Beresh, Steven, John Henfling, Russell Spillers, and Brian Pruett. "Measurement of Fluctuating Wall Pressures Beneath a Supersonic Turbulent Boundary Layer." In 48th AIAA Aerospace Sciences Meeting Including the New Horizons Forum and Aerospace Exposition. American Institute of Aeronautics and Astronautics, 2010. http://dx.doi.org/10.2514/6.2010-305.

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Basu, Nilanjana, Gopinath R. Warrier, and Vijay K. Dhir. "Wall Heat Flux Partitioning During Subcooled Flow Boiling at Low Pressures." In ASME 2003 Heat Transfer Summer Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/ht2003-47156.

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In this work a mechanistic model for nucleate boiling heat flux as a function of wall superheat has been developed. The premise of the proposed model is that the entire energy from the wall is first transferred to the superheated liquid layer adjacent to the wall. A fraction of this energy is then utilized for vapor generation. Contribution of each of the heat transfer mechanisms — forced convection, transient conduction, and vapor generation, has been quantified in terms of nucleation site densities, bubble departure and lift off diameters, bubble release frequency, flow parameters like veloc
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Pablo Vidal, Manuel Guaita, and Francisco Ayuga. "Parametric study of the pressures of cylindrical silos with rigid wall." In 2004, Ottawa, Canada August 1 - 4, 2004. American Society of Agricultural and Biological Engineers, 2004. http://dx.doi.org/10.13031/2013.16826.

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Brandenberg, Scott J., Jonathan P. Stewart, and George E. Mylonakis. "Influence of Wall Flexibility on Seismic Earth Pressures in Vertically Homogeneous Soil." In Geo-Risk 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480724.037.

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Thao, Nguyen Danh, Miguel Esteban, Hiroshi Takagi, and Tomoya Shibayama. "IMPACT PRESSURES DUE TO BREAKING SOLITARY WAVE EXERTED ON A VERTICAL WALL." In Proceedings of the 31st International Conference. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814277426_0264.

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Reports on the topic "Wall pressures"

1

Gransden, J. F., and J. T. Price. Wall pressure during cokemakinq. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1992. http://dx.doi.org/10.4095/304532.

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Russell, Steven J. Wall Pressure Signatures of Organized Turbulent Motions. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada342062.

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Perras, Yon E., Daniel E. Dedrick, and Mark D. Zimmerman. Wall pressure exerted by hydrogenation of sodium aluminum hydride. Office of Scientific and Technical Information (OSTI), 2009. http://dx.doi.org/10.2172/959082.

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Mertz, G. E. Wall thinning criteria for low temperature-low pressure piping. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/6551730.

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Veletsos, A. S., and A. H. Younan. Dynamic soil pressures on rigid vertical walls. Office of Scientific and Technical Information (OSTI), 1992. http://dx.doi.org/10.2172/10135317.

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Veletsos, A. S., and A. H. Younan. Dynamic soil pressures on rigid vertical walls. Office of Scientific and Technical Information (OSTI), 1992. http://dx.doi.org/10.2172/6669127.

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Keith, William L. Spectral Measurements of the Wall Shear Stress and Wall Pressure in a Turbulent Boundary Layer: Theory. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada224070.

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Lew, H. S. Gypsum stairwell enclosure wall system tests under uniform static pressure. National Institute of Standards and Technology, 2009. http://dx.doi.org/10.6028/nist.ir.7615.

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Lauchie, G. C., and S. Park. Low-Wavenumber Wall Pressure Fluctuations due to Boundary-Layer Transition. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada379540.

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De Ojeda, William, and Candace E. Wark. Instantaneous Velocity and Wall Pressure Features in a Turbulent Boundary Layer. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada327973.

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