An experimental study has been carried out to observe the effect of density and moisture on property of cohesive (expansive) soil. At a constant grading of a soil its effect on strength, swelling pressure, permeability and CBR value has been undertaken, as soils are to be used for making road pavement, embankments, dams etc. In such case compaction of soil becomes very important. The stability of an embankment will greatly be influence by the shear parameters which are depend upon the degree of compaction. Similarly resistance to penetration, swelling pressure and permeability also depends upon the degree of compaction i.e. the density achieved at the site. In the present study the effect of varying the density and moisture has been studied to determine the properties of cohesive soil namely expansive black cotton soil. It has been concluded that by increasing the dry density, the undrained shear parameters (C & Φ) are improved; CBR is increased while swelling pressure and permeability are decreased. By increasing the moisture content, the undrained shear parameters & CBR have decreased while swelling pressure increased and permeability remain unaffected.
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Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Gupta PallaviPallavi Gupta is an Assistant Professor in Civil Engineering Department, Insitute of Engineering & Science, IPS Academy Indore (M.P.) . She has done her M.E. in Transportation Engineering from Shri Govindram Seksaria In. Codice articolo 175567238
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -An experimental study has been carried out to observe the effect of density and moisture on property of cohesive (expansive) soil. At a constant grading of a soil its effect on strength, swelling pressure, permeability and CBR value has been undertaken, as soils are to be used for making road pavement, embankments, dams etc. In such case compaction of soil becomes very important. The stability of an embankment will greatly be influence by the shear parameters which are depend upon the degree of compaction. Similarly resistance to penetration, swelling pressure and permeability also depends upon the degree of compaction i.e. the density achieved at the site. In the present study the effect of varying the density and moisture has been studied to determine the properties of cohesive soil namely expansive black cotton soil. It has been concluded that by increasing the dry density, the undrained shear parameters (C & ) are improved; CBR is increased while swelling pressure and permeability are decreased. By increasing the moisture content, the undrained shear parameters & CBR have decreased while swelling pressure increased and permeability remain unaffected. 80 pp. Englisch. Codice articolo 9786202019040
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
Taschenbuch. Condizione: Neu. Neuware -An experimental study has been carried out to observe the effect of density and moisture on property of cohesive (expansive) soil. At a constant grading of a soil its effect on strength, swelling pressure, permeability and CBR value has been undertaken, as soils are to be used for making road pavement, embankments, dams etc. In such case compaction of soil becomes very important. The stability of an embankment will greatly be influence by the shear parameters which are depend upon the degree of compaction. Similarly resistance to penetration, swelling pressure and permeability also depends upon the degree of compaction i.e. the density achieved at the site. In the present study the effect of varying the density and moisture has been studied to determine the properties of cohesive soil namely expansive black cotton soil. It has been concluded that by increasing the dry density, the undrained shear parameters (C & ¿) are improved; CBR is increased while swelling pressure and permeability are decreased. By increasing the moisture content, the undrained shear parameters & CBR have decreased while swelling pressure increased and permeability remain unaffected.Books on Demand GmbH, Überseering 33, 22297 Hamburg 80 pp. Englisch. Codice articolo 9786202019040
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Da: AHA-BUCH GmbH, Einbeck, Germania
Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - An experimental study has been carried out to observe the effect of density and moisture on property of cohesive (expansive) soil. At a constant grading of a soil its effect on strength, swelling pressure, permeability and CBR value has been undertaken, as soils are to be used for making road pavement, embankments, dams etc. In such case compaction of soil becomes very important. The stability of an embankment will greatly be influence by the shear parameters which are depend upon the degree of compaction. Similarly resistance to penetration, swelling pressure and permeability also depends upon the degree of compaction i.e. the density achieved at the site. In the present study the effect of varying the density and moisture has been studied to determine the properties of cohesive soil namely expansive black cotton soil. It has been concluded that by increasing the dry density, the undrained shear parameters (C & ) are improved; CBR is increased while swelling pressure and permeability are decreased. By increasing the moisture content, the undrained shear parameters & CBR have decreased while swelling pressure increased and permeability remain unaffected. Codice articolo 9786202019040
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Da: Revaluation Books, Exeter, Regno Unito
Paperback. Condizione: Brand New. 80 pages. 8.66x5.91x0.19 inches. In Stock. Codice articolo zk6202019042
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