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NAVFAC DM7-02 Foundations and Earth Structures
8 Coefficients K+A,A and K+p, for Walls with Sloping Wall and. Friction, and ..... Figures 5, 6 & Caquot, A., and Kerisel, J., Tables for the Calculation. 7, Chapter 3.
File link: http://portal.tugraz.at/p...ng_geol/NAVFAC_DM7_02.pdf
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View Online - NAVFAC DM7-02 Foundations and Earth Structures
uplift response of strip anchors in sand using fem j. kumar
have made use of the passive earth pressure coefficients of Caquot and Kerisel [ 2] in developing the theory for the vertical uplift capacity of foundations. Vesic [3]  ...
File link: http://irandanesh.febpco....be-v30nb4-87-6-25-mm4.pdf
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View Online - uplift response of strip anchors in sand using fem j. kumar
Response of Piered Retaining Walls to Lateral Soil Movement ...
practice is to use the values given by Caquot and Kerisel. (1948) [2] and Kerisel and ... evaluation of passive earth pressure coefficients for a rigid rough vertical ...
File link: http://www.gi-j.com/Serial%25207/436-441-2109-Siamak-March-2013.pdf
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View Online - Response of Piered Retaining Walls to Lateral Soil Movement ...
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pressure coefficients defined by the trigonometric ratios of Eqs. (2-54) and ...... of the problem of overestimation, Caquot and Kerisel (1948) produced tables of ...
File link: http://203.158.253.140/me...%2520Design/22477_11a.pdf
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Investigation of the Resistance of Pile Caps to Lateral Loading
calculations. Caquot and Kerisel (1948) developed tables that can be used for estimating the earth pressure coefficient, Kp, based on the log spiral theory.
File link: http://scholar.lib.vt.edu...unrestricted/Chapter7.pdf
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View Online - Investigation of the Resistance of Pile Caps to Lateral Loading
Chapter B (v2) - Terrasol
Tables for active and passive earth pressure, according to KERISEL ..... Figure B 22: Calculation of the subgrade reaction coefficient using the Schmitt formula . .... Caquot, Boussinesq and Graux surcharges (which can be later modified or.
File link: http://www.terrasol.com/s...s_associes/KREA_PartB.pdf
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View Online - Chapter B (v2) - Terrasol
Michalowski Bearing
... of the three terms. Coefficient N, from such calculations becomes increasingly conser- ..... cal results given earlier by Caquot and Kerisel (1953). This function ...
File link: http://www-personal.umich...%2520N-gamma%25201997.pdf
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View Online - Michalowski Bearing
In depth study of lateral earth pressure - Chalmers tekniska högskola
The earth pressure coefficient at rest is calculated as below if the surface is horizontal, or modified according .... most common is Caquot and Kerisel. Comparing ...
File link: http://publications.lib.chalmers.se/records/fulltext/176954/176954.pdf
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View Online - In depth study of lateral earth pressure - Chalmers tekniska högskola
Full Report - the Washington State Department of Transportation
is equal to (nh/EI)1/5 and nh is the coefficient of horizontal subgrade reaction (5) . ... Caquot/Kerisel (6) discussed a practical French method, used by "Die.
File link: http://www.wsdot.wa.gov/research/reports/fullreports/084.1.pdf
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View Online - Full Report - the Washington State Department of Transportation
General limit equilibrium method for lateral earth force - SoilVision ...
The coefficient of lateral earth force obtained from the GLE method agrees closely with the results ..... (Caquot and Kerisel 1948), or a circle (Krey 1936). Figure 9 ...
File link: http://soilvision.com/sub...l%2520earth%2520force.pdf
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View Online - General limit equilibrium method for lateral earth force - SoilVision ...