Synopsis
This monograph presents is a parametric study on the collapse behaviour of a lateritic silt. Collapsible soils are problematic by nature. They undergo collapse or a sudden settlement or subsidence under a given stress when their water content is increased. Collapse can also occur at a constant water content when the applied stress is increased. Collapse takes place in these soils mainly because their structure becomes unstable and collapses. Collapsible soils are basically silty soils and obtain their name as ‘collapsible soils’ because they undergo collapse or sudden settlement or subsidence under a constant stress when water content is increased, or at a constant water content when the applied stress is increased. Collapse compression is highly detrimental to civil engineering structures as they can be subjected to huge amounts of unexpected and sudden settlement.
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About the Author
Dr. B. R. Phanikumar is a Senior Professor of Civil Engineering at SRKR Engineering College, AP (India). He is a PhD in Civil Engineering (geotechnical engineering) and was a post-doc researcher at Bradford (UK) and Iowa State (USA) Universities. His research areas are expansive soils and ground improvement. He authored 340 research papers.
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A study on collapse potential of a soil
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LAP LAMBERT Academic Publishing Jun 2017, 2017
ISBN 10: 3330344911
ISBN 13: 9783330344914
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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This monograph presents is a parametric study on the collapse behaviour of a lateritic silt. Collapsible soils are problematic by nature. They undergo collapse or a sudden settlement or subsidence under a given stress when their water content is increased. Collapse can also occur at a constant water content when the applied stress is increased. Collapse takes place in these soils mainly because their structure becomes unstable and collapses. Collapsible soils are basically silty soils and obtain their name as 'collapsible soils' because they undergo collapse or sudden settlement or subsidence under a constant stress when water content is increased, or at a constant water content when the applied stress is increased. Collapse compression is highly detrimental to civil engineering structures as they can be subjected to huge amounts of unexpected and sudden settlement. 56 pp. Englisch. Seller Inventory # 9783330344914
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A study on collapse potential of a soil
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LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330344911
ISBN 13: 9783330344914
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Paperback. Condition: Brand New. 56 pages. 8.66x5.91x0.13 inches. In Stock. Seller Inventory # 3330344911
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A study on collapse potential of a soil
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ISBN 10: 3330344911
ISBN 13: 9783330344914
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Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Phanikumar RamachandraDr. B. R. Phanikumar is a Senior Professor of Civil Engineering at SRKR Engineering College, AP (India). He is a PhD in Civil Engineering (geotechnical engineering) and was a post-doc researcher at Bradford (UK). Seller Inventory # 156348557
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A study on collapse potential of a soil
Published by
LAP LAMBERT Academic Publishing Jun 2017, 2017
ISBN 10: 3330344911
ISBN 13: 9783330344914
New
Taschenbuch
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
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Taschenbuch. Condition: Neu. Neuware -This monograph presents is a parametric study on the collapse behaviour of a lateritic silt. Collapsible soils are problematic by nature. They undergo collapse or a sudden settlement or subsidence under a given stress when their water content is increased. Collapse can also occur at a constant water content when the applied stress is increased. Collapse takes place in these soils mainly because their structure becomes unstable and collapses. Collapsible soils are basically silty soils and obtain their name as ¿collapsible soils¿ because they undergo collapse or sudden settlement or subsidence under a constant stress when water content is increased, or at a constant water content when the applied stress is increased. Collapse compression is highly detrimental to civil engineering structures as they can be subjected to huge amounts of unexpected and sudden settlement.Books on Demand GmbH, Überseering 33, 22297 Hamburg 56 pp. Englisch. Seller Inventory # 9783330344914
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A study on collapse potential of a soil
Published by
LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330344911
ISBN 13: 9783330344914
New
Taschenbuch
Seller: AHA-BUCH GmbH, Einbeck, Germany
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Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This monograph presents is a parametric study on the collapse behaviour of a lateritic silt. Collapsible soils are problematic by nature. They undergo collapse or a sudden settlement or subsidence under a given stress when their water content is increased. Collapse can also occur at a constant water content when the applied stress is increased. Collapse takes place in these soils mainly because their structure becomes unstable and collapses. Collapsible soils are basically silty soils and obtain their name as 'collapsible soils' because they undergo collapse or sudden settlement or subsidence under a constant stress when water content is increased, or at a constant water content when the applied stress is increased. Collapse compression is highly detrimental to civil engineering structures as they can be subjected to huge amounts of unexpected and sudden settlement. Seller Inventory # 9783330344914
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A study on collapse potential of a soil
Published by
LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330344911
ISBN 13: 9783330344914
New
Taschenbuch
Seller: preigu, Osnabrück, Germany
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Taschenbuch. Condition: Neu. A study on collapse potential of a soil | Ramachandra Phanikumar | Taschenbuch | 56 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9783330344914 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu. Seller Inventory # 109500051