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Static And Dynamic Bearing Tests On A Strip Footing In Saturated Sand

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Static And Dynamic Bearing Tests On A Strip Footing In Saturated Sand

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Author : Charles Reed White
language : en
Publisher:
Release Date : 1967

Static And Dynamic Bearing Tests On A Strip Footing In Saturated Sand written by Charles Reed White and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1967 with categories.

The report describes the static and dynamic loading of a 12-inch-wide by 18-inch-deep by 6-foot-long rigid footing, representing the strip footing of a subsurface shelter. Boundary conditions simulated those of a torsionally restrained footing of a flexible arch structure with simulated overburden of 20 feet at one side of the footing. Saturated and partially saturated sand was the test soil. Several soil void ratios were employed, and the effect on the relationship between load and displacement of the footing caused by soil saturation at void ratios higher than the critical void ratio was desmonstrated. (Author).

Dynamic Behavior Of Strip And Spread Footings

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Author : D. G. True
language : en
Publisher:
Release Date : 1970

Dynamic Behavior Of Strip And Spread Footings written by D. G. True and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with categories.

Dynamically Loaded Strip Footing Buried In Dry Sand

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Author : Charles Reed White
language : en
Publisher:
Release Date : 1965

Dynamically Loaded Strip Footing Buried In Dry Sand written by Charles Reed White and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1965 with categories.

The report describes the dynamic loading of a 12-inchwide by 18-inch-deep by 6-foot-long concrete footing, representing the strip footing of a subsurface shelter. Boundary conditions simulated those of a torsionally restrained footing of a flexible arch structure test-loaded at several different depths of burial. Static overburden pressure was applied only on one side to simulate the footing of an exterior wall. Dynamic loads from 5 to 40 kips per square foot were applied to the footing while the adjacent soil was under simulated overburden pressures of zero to 15 psi. A logarithmic relationship between bearing modulus and overburden is demonstrated for downward displacements of the footing ranging from 0.25 to 1.5 inches. The dynamic secant modulus increased exponentially with static overburden pressure. (Author).

Technical Abstract Bulletin

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Author :
language : en
Publisher:
Release Date :

Technical Abstract Bulletin written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on with Science categories.

Guide To Technical Documents

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Author : Naval Civil Engineering Laboratory (Port Hueneme, Calif.)
language : en
Publisher:
Release Date : 1974

Guide To Technical Documents written by Naval Civil Engineering Laboratory (Port Hueneme, Calif.) and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1974 with Bibliographical services categories.

Physical Modelling In Geotechnics Two Volume Set

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Author : Sarah Springman
language : en
Publisher: CRC Press
Release Date : 2010-06-17

Physical Modelling In Geotechnics Two Volume Set written by Sarah Springman and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010-06-17 with Technology & Engineering categories.

This book results from the 7th ICPMG meeting in Zurich 2010 and covers a broad range of aspects of physical modelling in geotechnics, linking across to other modelling techniques to consider the entire spectrum required in providing innovative geotechnical engineering solutions.Topics presented at the conference:Soil - Structure - Interaction;