Study collapse potential soil par phanikumar ramachandra (6 résultats)
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Vendeur : Revaluation Books, Exeter, Royaume-UniRevaluation Books
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Paperback. Etat : Brand New. 56 pages. 8.66x5.91x0.13 inches. In Stock.
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Vendeur : preigu, Osnabrück, Allemagnepreigu
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Taschenbuch. Etat : 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: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AllemagneBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Etat : 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 c…ontent 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.
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Vendeur : moluna, Greven, Allemagnemoluna
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Etat : 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).
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagnebuchversandmimpf2000
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Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. 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 conte…nt 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.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 56 pp. Englisch.
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Vendeur : AHA-BUCH GmbH, Einbeck, AllemagneAHA-BUCH GmbH
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Taschenbuch. Etat : 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 conten…t 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.
