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An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil


An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil
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An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil


An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil
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Author : Guy Earlscort Jester
language : en
Publisher:
Release Date : 1970

An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil written by Guy Earlscort Jester and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Soils categories.




An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil


An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil
DOWNLOAD
Author : Guy Earlscort Jester
language : en
Publisher:
Release Date : 1969

An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil written by Guy Earlscort Jester and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1969 with Soil structure categories.




An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil


An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil
DOWNLOAD
Author : Guy Earlscort Jester
language : en
Publisher:
Release Date : 1970

An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil written by Guy Earlscort Jester and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Soils categories.




An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil


An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil
DOWNLOAD
Author : Guy Earlscort Jester
language : en
Publisher:
Release Date : 1970

An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil written by Guy Earlscort Jester and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Soils categories.




An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil


An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil
DOWNLOAD
Author : Guy Earlscort Jester
language : en
Publisher:
Release Date : 1969

An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil written by Guy Earlscort Jester and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1969 with Soils categories.


The study was an experimental investigation of the behavior of an idealized structure buried at various depths in a compacted cohesive soil (buckshot clay, water content = 26%). Eight static and 20 dynamic plane-wave loadings up to 310 psi were conducted. The cylindrical test devices (5 inches high and 6 inches in diameter) were oriented vertically and their stiffness relative to the soil was varied. In addition a device whose top could be extended and contracted hydraulically was buried at various depths and the relation between load and deformation changes was studied at static overpressures of 37.5 and 75 psi. (Author).



An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil


An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil
DOWNLOAD
Author : Guy E. Jester
language : en
Publisher:
Release Date : 1970

An Experimental Investigation Of Soil Structure Interaction In A Cohesive Soil written by Guy E. Jester 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.


The study was an experimental investigation of the behavior of an idealized structure buried at various depths in a compacted cohesive soil (buckshot clay, water content = 26%). Eight static and 20 dynamic plane-wave loadings up to 310 psi were conducted. The cylindrical test devices (5 inches high and 6 inches in diameter) were oriented vertically and their stiffness relative to the soil was varied. In addition a device whose top could be extended and contracted hydraulically was buried at various depths and the relation between load and deformation changes was studied at static overpressures of 37.5 and 75 psi. At low static and dynamically applied surface pressures (PS = 37.5 psi) and a depth of burial of one structure diameter (H/B = 1), the amount of active arching depended upon the stiffness of the structure relative to that of the soil. Under these conditions, it was possible to relieve practically all the overpressure on the test structure just by decreasing its stiffness. (Author).



Buried Structures


Buried Structures
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Author : Dr P S Bulson
language : en
Publisher: CRC Press
Release Date : 1984-12-20

Buried Structures written by Dr P S Bulson and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 1984-12-20 with Architecture categories.


Much of the infrastructure of modern society is buried below ground. Pipeline, conduits and culverts carry the services on which our economies depend and the strength and resilience of such structures is of vital importance. Larger underground construction is becoming more common in cities and towns, and in defence installations. This book brings together the store of theoretical, analytical, experimental and design-based knowledge that has been built up on the subject of buried structures. The author discusses the principles of soil arching, stress distribution and soil properties, as well as the design problems of static and dynamic loads, strength and safety. The stability of thin-walled buried structures receives particular attention, as does the behaviour of underground construction under localized and nuclear explosions. Test facilities and design codes of practice are reviewed, and the range of structures discussed in the book extends from thick- and thin-walled culverts, conduits and water pipelines to arches, domes, spherical shells, vertical capsules, blast shelters and thin-walled road tunnels.



Vulnerability Of Shallow Buried Flat Roof Structures


Vulnerability Of Shallow Buried Flat Roof Structures
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Author : James V. Getchell
language : en
Publisher:
Release Date : 1981

Vulnerability Of Shallow Buried Flat Roof Structures written by James V. Getchell and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1981 with Blast effect categories.




List Of Publications Of The U S Army Engineer Waterways Experiment Station


List Of Publications Of The U S Army Engineer Waterways Experiment Station
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Author : U.S. Army Engineer Waterways Experiment Station
language : en
Publisher:
Release Date : 1975

List Of Publications Of The U S Army Engineer Waterways Experiment Station written by U.S. Army Engineer Waterways Experiment Station and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1975 with Hydraulic engineering categories.




Influence Of Backfill Properties On The Collapse Of Pipes Under Dynamic Loads


Influence Of Backfill Properties On The Collapse Of Pipes Under Dynamic Loads
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Author : James L. Drake
language : en
Publisher:
Release Date : 1973

Influence Of Backfill Properties On The Collapse Of Pipes Under Dynamic Loads written by James L. Drake and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1973 with Grout (Mortar) categories.


Important to the successful stemming and containment of underground nuclear explosions is the ability of ground shock pressures generated by an explosion to collapse the line-of-sight (LOS) pipe for a significant distance from the zero point. Prior to this study, the influence of the strength and density of the various grouts used to couple the steel LOS pipe to the parent rock on the collapse of the LOS pipe was not known except in general qualitative terms. Dynamic tests were conducted on a copper tube embedded in grouts of various physical properties and explosively loaded by a traveling detonation wave. The grouts were chosen to be representative of those used at the Nevada Test Site and to provide a significant range of strength and density. All tests were conducted underwater to ensure explosive coupling and to facilitate measurement of the dynamic pressures generated by the explosion. A theoretical analysis of a typical test cross section was made assuming the tubing and the grouts to behave as rigid plastic materials and the traveling load to be stationary. (Modified author abstract).