Sinossi
The total amount of settlement that a structure founded on a clay soil undergoes comprises of immediate (or elastic) and consolidation settlements. In the case of clay soils, amount of consolidation settlement (Sc) is more than that of immediate or elastic settlement (Se). Hence, it is important to correctly estimate the amount of consolidation settlement (Sc). The parameters that influence consolidation settlement of a field soil are initial degree of saturation (S%), void ratio (e) of soil prior to excavation, the amount of overburden pressure removed during trench making (σo), or in other words, the amount of rebound caused in the soil giving rise to final void ratio just before construction and the intensity of loading or the applied pressure (σ). This book presents an experimental study on the effect of above parameters on compressibility characteristics of a clay soil. The different steps undertaken in the field for footing construction are simulated in the laboratory and compressibility studied.
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L'autore
K. Amrutha is a Research Student in the Department of Civil Engineering, VIT, Vellore, India. Her research areas are expansive soils and ground improvement.Dr. B. R. Phanikumar is Professor of Civil Engineering, VIT, Vellore, India. He too works on expansive soils and ground improvement. He wrote 220 papers for journals and conferences.
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Effect of Overburden Pressure on Clay Compressibility
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Editorial Academica Espanola, 2011
ISBN 10: 384651750X
ISBN 13: 9783846517505
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Effect of overburden pressure on clay compressibility
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Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The total amount of settlement that a structure founded on a clay soil undergoes comprises of immediate (or elastic) and consolidation settlements. In the case of clay soils, amount of consolidation settlement (Sc) is more than that of immediate or elastic settlement (Se). Hence, it is important to correctly estimate the amount of consolidation settlement (Sc). The parameters that influence consolidation settlement of a field soil are initial degree of saturation (S%), void ratio (e) of soil prior to excavation, the amount of overburden pressure removed during trench making ( o), or in other words, the amount of rebound caused in the soil giving rise to final void ratio just before construction and the intensity of loading or the applied pressure ( ). This book presents an experimental study on the effect of above parameters on compressibility characteristics of a clay soil. The different steps undertaken in the field for footing construction are simulated in the laboratory and compressibility studied. 56 pp. Englisch. Codice articolo 9783846517505
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Effect of Overburden Pressure on Clay Compressibility
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Editorial Academica Espanola, 2011
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Effect of Overburden Pressure on Clay Compressibility
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ISBN 13: 9783846517505
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Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Phanikumar RamachandraK. Amrutha is a Research Student in the Department of Civil Engineering, VIT, Vellore, India. Her research areas are expansive soils and ground improvement.Dr. B. R. Phanikumar is Professor of Civil Engineering,. Codice articolo 5496121
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Effect of overburden pressure on clay compressibility
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Taschenbuch. Condizione: Neu. Neuware -The total amount of settlement that a structure founded on a clay soil undergoes comprises of immediate (or elastic) and consolidation settlements. In the case of clay soils, amount of consolidation settlement (Sc) is more than that of immediate or elastic settlement (Se). Hence, it is important to correctly estimate the amount of consolidation settlement (Sc). The parameters that influence consolidation settlement of a field soil are initial degree of saturation (S%), void ratio (e) of soil prior to excavation, the amount of overburden pressure removed during trench making (¿o), or in other words, the amount of rebound caused in the soil giving rise to final void ratio just before construction and the intensity of loading or the applied pressure (¿). This book presents an experimental study on the effect of above parameters on compressibility characteristics of a clay soil. The different steps undertaken in the field for footing construction are simulated in the laboratory and compressibility studied.Books on Demand GmbH, Überseering 33, 22297 Hamburg 56 pp. Englisch. Codice articolo 9783846517505
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Effect of overburden pressure on clay compressibility : Clay compressibility
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LAP LAMBERT Academic Publishing, 2011
ISBN 10: 384651750X
ISBN 13: 9783846517505
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Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The total amount of settlement that a structure founded on a clay soil undergoes comprises of immediate (or elastic) and consolidation settlements. In the case of clay soils, amount of consolidation settlement (Sc) is more than that of immediate or elastic settlement (Se). Hence, it is important to correctly estimate the amount of consolidation settlement (Sc). The parameters that influence consolidation settlement of a field soil are initial degree of saturation (S%), void ratio (e) of soil prior to excavation, the amount of overburden pressure removed during trench making ( o), or in other words, the amount of rebound caused in the soil giving rise to final void ratio just before construction and the intensity of loading or the applied pressure ( ). This book presents an experimental study on the effect of above parameters on compressibility characteristics of a clay soil. The different steps undertaken in the field for footing construction are simulated in the laboratory and compressibility studied. Codice articolo 9783846517505
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Effect of overburden pressure on clay compressibility | Clay compressibility
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Taschenbuch. Condizione: Neu. Effect of overburden pressure on clay compressibility | Clay compressibility | Ramachandra Phanikumar (u. a.) | Taschenbuch | 56 S. | Englisch | 2011 | LAP LAMBERT Academic Publishing | EAN 9783846517505 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu. Codice articolo 106773047
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Effect of overburden pressure on clay compressibility: Clay compressibility
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LAP LAMBERT Academic Publishing, 2011
ISBN 10: 384651750X
ISBN 13: 9783846517505
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