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p-y Curves for Rock and Intermediate Geomaterials Using Pressuremeter Tests
Art of Foundation Engineering Practice, 2010This paper presents proposed modifications to the existing methods that were originally developed to derive in-situ p-y curves from pressuremeter tests in soils to apply for pressuremeter tests in rock and/or intermediate geomaterials. The derived in-situ p-y curves can be used for the design of laterally loaded drilled shafts in rock and/or ...
Ke Yang, Robert Y. Liang, Jamal Nusairat
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Development of p-y Curves for Partly Saturated Silts and Clays
New Technological and Design Developments in Deep Foundations, 2000Lateral load tests were performed on 20 drilled shafts, 200 mm and 230 mm in diameter, at five sites in Virginia, where the foundation soils consisted of partially saturated silts and clays with both cohesion and friction. Laboratory strength tests were performed on undisturbed samples of the soils, and the deflection measured in the field tests were ...
Robert L. Mokwa +2 more
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Structural Analysis of Frame-Type Levee Using P-Y Curve Method
Applied Mechanics and Materials, 2013Frame-type levee is common type of levee in southern China. The deformation of pile foundation of frame-type levee is affected greatly by the river level. Large deformation is its notable feature. Taking levee project located in Wuzhou city of Guangxi province of China as research background, “P-Y curve” method is used to analyze the deformation and ...
Jian Qing Jiang +3 more
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Experimental cyclic P-Y curves for saturated loose sand
2018© 2018 ISRM International Symposium 2000, IS 2000. All rights reserved.A study on cyclic p-y curves that relate soil resistance to pile deflection in cohesionless soils near ground surface is the subject of this paper. Well-established p-y curve generation procedures are necessary for satisfactory estimation of the response of pile foundations in ...
ÖZDEN, GÜRKAN, Kagawa, Takaaki
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Development of P-Y curves for layered soils
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1985openaire +1 more source
Centrifuge Modeling to Estimate p-y Curves in Unsaturated Cohesionless Soils
Geo-Congress 2023, 2023Oladayo Komolafe +3 more
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A Numerical study on pile deflection-soil reaction (p-y) curves
2020VI ÖZET Yatay yüklü kazıklar, en fazla deniz ve liman yapılarının, köprü ayaklarının, su önleme yapılarının ve yüksek işaret tabelalarının temellerinde karşımıza çıkmaktadır. Yatay yüklü kazıkların dizaynı dördüncü dereceden diferansiyel denklem çözümünü gerektirmektedir. Çözüm yapılırken, toprak davranışı tekil, doğrusal olmayan yük transfer eğrileri &
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The IntCal20 Northern Hemisphere Radiocarbon Age Calibration Curve (0–55 cal kBP)
Radiocarbon, 2020Paula J Reimer +2 more
exaly

