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Sinopsis
This publication will introduce you to methods, materials and equipment for stabilization of subgrade soils. The depth of stabilization generally must be sufficient to absorb most of the foundation pressure bulb. The relative benefits of vibrocompaction, vibrodisplacement compaction, and precompression are discussed. Soft, cohesive soils treated in place are generally suitable only for low-intensity loadings. Soil stabilization of wet, soft soils may be accomplished by addition of lime; grout to control water flow into excavations to reduce lateral support requirements or to reduce liquefaction or settlement caused by adjacent pile driving; seepage control by electroosmosis; and temporary stabilization by freezing.
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Paul Guyer is a registered civil engineer, mechanical engineer, fire protection engineer, and architect with over 35 years experience in the design of buildings and related infrastructure. For an additional 9 years he was a principal advisor to the California Legislature on infrastructure and capital outlay issues. He is a graduate of Stanford University and has held numerous national, state and local offices with the American Society of Civil Engineers, Architectural Engineering Institute and National Society of Professional Engineers.
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An Introduction to Stabilization of Subgrade Soils (Geotechnical Engineering)
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ISBN 10: 149036451X
ISBN 13: 9781490364513
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An Introduction to Stabilization of Subgrade Soils (Geotechnical Engineering)
Publicado por
CreateSpace Independent Publishing Platform, 2013
ISBN 10: 149036451X
ISBN 13: 9781490364513
Nuevo
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An Introduction to Stabilization of Subgrade Soils (Geotechnical Engineering)
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CreateSpace Independent Publishing Platform, 2013
ISBN 10: 149036451X
ISBN 13: 9781490364513
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An Introduction to Stabilization of Subgrade Soils
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ISBN 10: 149036451X
ISBN 13: 9781490364513
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An Introduction to Stabilization of Subgrade Soils (Paperback)
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Createspace Independent Publishing Platform, 2013
ISBN 10: 149036451X
ISBN 13: 9781490364513
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Librería: CitiRetail, Stevenage, Reino Unido
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Paperback. Condición: new. Paperback. This publication will introduce you to methods, materials and equipment for stabilization of subgrade soils. The depth of stabilization generally must be sufficient to absorb most of the foundation pressure bulb. The relative benefits of vibrocompaction, vibrodisplacement compaction, and precompression are discussed. Soft, cohesive soils treated in place are generally suitable only for low-intensity loadings. Soil stabilization of wet, soft soils may be accomplished by addition of lime; grout to control water flow into excavations to reduce lateral support requirements or to reduce liquefaction or settlement caused by adjacent pile driving; seepage control by electroosmosis; and temporary stabilization by freezing. Shipping may be from our UK warehouse or from our Australian or US warehouses, depending on stock availability. Nº de ref. del artículo: 9781490364513
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