Description:
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Static Cone to Compute Static Settlement over Sand
by John H. Schmertmann, M.ASCE, (Prof. of Civ. Engrg., Univ. of Florida, Gainesville, FL)
Journal of the Soil Mechanics and Foundations Division, Vol. 96, No. 3, May/June 1970, pp. 1011-1043
Abstract:
At least two methods for using static cone data to predict settlement exist and have received extensive use—those of Terzaghi-Peck-Meyerhof and Buisman-DeBeer. Another method is presented in this paper. All three methods are then applied to 16 test cases involving either actual foundations, or plate load tests, with measured settlements. The proposed method simplifies calculations without sacrificing conservatism, yet appears most accurate over the full scope of the available test cases. These involve foundation widths of 2 ft to 184 ft. The key feature of the new method is that a single distribution of a strain influence factor is assumed for all cases. This method eliminates the need to compute the intermediate parameter of change in vertical stress with depth below a shallow footing. Also presented is a new correlation between static cone-bearing capacity and sand compressibility. Compressibility was measured in-situ by a special screw-plate form of plate-bearing load test. New data are included for the correlation between the static cone-bearing capacity and SPT blow count values in sands.
by John H. Schmertmann, F.ASCE, Phillip R. Brown, M.ASCE, and John Paul Hartman, M.ASCE
Journal of the Geotechnical Engineering Division, Vol. 104, No. 8, August 1978, pp. 1131-1135
Abstract: Studies by the writers have added further insight to the Schmertmann strain factor method for the prediction of settlement over sand. The writers now make suggestions for several modifications to the method that should usually result in improved vertical strain distribution and settlement predictions under long footings.
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Structural walls are one of the most commonly used reinforced concrete seismic resisting systems. In mid-rise and taller buildings, walls are typically placed at the core of the building to frame elevators and/or stairs. As a result, core walls often have a flanged configuration with coupling beams linking the flanged walls and providing access to elevators, stairs or other elements located within the core walls. A research study sponsored by the National Science Foundation through the NEES research program, with supplemental funding provided by the Charles Pankow Foundation, was undertaken to investigate the seismic response of core wall systems. The study included integrated experimental and analytical research on planar, coupled and C-shaped walls. The talk will present research related to all three wall configurations. Experimental and analytical results will be presented with an eye towards specific design recommendations. The experimental data generated as part of the current study were supplemented with data from prior research on RC walls and a large database of walls responding in flexure was developed. The results were used to evaluate common modeling procedures for walls using nonlinear beam-column elements. As walls are more susceptible to compression damage and may fail in a compression damage mode, specific recommendations for the regularization of the constitutive models are made. Regularized nonlinear models were used to investigate the earthquake response and collapse probability, per FEMA P695, of walls designed using current code procedures. Recommendations are made for improved design procedures to ensure desired failure modes and collapse probabilities are achieved. In addition, the research findings were used to develop seismic performance evaluation methods including fragility functions to distinguish between the performance of planar, non-symmetric and symmetric flanged walls.
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Key Benefits
- 17 password recovery modules for MS Office, Windows, Acrobat, QuickBooks, and more, now combined in one tool
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A simple image-based method for measuring plane strain fields on the surface of specimens in earthquake
engineering experiments was developed. This method integrated camera calibration, stereo triangulation,
image metric rectification and image template matching techniques to develop a method that was costeffective, easy to apply and provided a satisfactory level of measurement accuracy. A zero-strain test
conducted using this method showed that the measurement accuracy achieved was 0.04 pixels. That is, the
relative displacement accuracy achieved was 0.005 mm and the strain accuracy was 0.001. This level of
accuracy was achieved using eight-mega-pixel digital cameras to measure a 17 cm×28 cm measurement
region. Cracks that were 0.012 mm wide were identified in the concrete by examining the displacement
fields calculated through the application of this image-based method in an RC-wall experiment
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Hi,
I think there should be a " Latest Thread List " ( like latest post list ) which should show only latest threads ( last 15 threads). The point is that new thread means that something new is shared ( most of the time this is true). But I am seeing these days that most of the people are just posting the mirror links for something which is already in the forum and as a result new threads get hidden in that latest post list and don't get attention of the users. It's my observation ( I may be wrong ) that user log in probably once a day, go directly to " Latest Posts " list, see the last 15 posts and that's it. If something valuable has been shared and it is now hidden under that list then it won't get due attention.
MathType is a powerful interactive tool for Windows and Macintosh that lets you create mathematical notation for word processing, web pages, desktop publishing, presentations, and for TeX, LaTeX, and MathML documents.
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More Symbols, Templates, and Fonts
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Works with Many Applications:
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- Works with Wikipedia: Wikipedia, the popular online encyclopedia, contains 1000's of pages with mathematical equations. Once you do your research on Wikipedia, you can copy the relevant equations for use in your own work. You can also use MathType to author new equations for Wikipedia.
- Many Ways to Work: MathType can add equations to virtually any application that has an Insert Object command or into which you can paste or drag a graphic.
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Here are some of the major new features in MathType 6.9:
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Compatibility with 700+ applications and websites: Connexions, Desire2Learn, Stack Exchange, and 73+ other applications and websites join Microsoft Office, Apple iWork, Adobe InDesign, and hundreds of others that work with MathType! Check out Works With... to see if your applications are compatible.
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MathType 6.9 equations are compatible with MathType 6.x and 5.x equations so you can continue to work with other MathType users even if they haven't upgraded yet. When you upgrade to MathType 6.9 any changes you've made in your installed version of MathType, including keyboard shortcuts, toolbars, preferences, etc. will be retained.
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Wave Fields in Real Media: Wave Propagation in Anisotropic, Anelastic and Porous Media
Author: J. Jose M. Carcione | Size: 16.3 MB | Format:PDF | Quality:Unspecified | Year: 2001 | pages: 411 | ISBN: 0080439292
This book examines the differences between an ideal and a real description of wave propagation, where ideal means an elastic (lossless), isotropic and single-phase medium, and real means an anelastic, anisotropic and multi-phase medium. The analysis starts by introducing the relevant stress-strain relation. This relation and the equations of momentum conservation are combined to give the equation of motion. The differential formulation is written in terms of memory variables, and Biot's theory is used to describe wave propagation in porous media. For each rheology, a plane-wave analysis is performed in order to understand the physics of wave propagation. The book contains a review of the main direct numerical methods for solving the equation of motion in the time and space domains. The emphasis is on geophysical applications for seismic exploration, but researchers in the fields of earthquake seismology, rock acoustics, and material science - including many branches of acoustics of fluids and solids - may also find this text useful.
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Failure of components or systems must be prevented by both designers and operators of systems, but knowledge of the underlying mechanisms is often lacking. Since the relation between the expected usage of a system and its failure behavior is unknown, unexpected failures often occur, with possibly serious financial and safety consequences. Principles of Loads and Failure Mechanisms. Applications in Maintenance, Reliability and Design provides a complete overview of all relevant failure mechanisms, ranging from mechanical failures like fatigue and creep to corrosion and electric failures. Both qualitative and quantitative descriptions of the mechanisms and their governing loads enable a solid assessment of a system’s reliability in a given or assumed operational context. Moreover, a unique range of applications of this knowledge in the fields of maintenance, reliability and design are presented. The benefits of understanding the physics of failure are demonstrated for subjects like condition monitoring, predictive maintenance, prognostics and health management, failure analysis and reliability engineering. Finally, the role of these mechanisms in design processes and design for maintenance are illustrated.
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