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.
Die Inhaltsangabe kann sich auf eine andere Ausgabe dieses Titels beziehen.
Pallavi Gupta est professeur adjoint au département de génie civil de l'Institut d'ingénierie et de sciences, IPS Academy Indore (M.P.). Elle a obtenu une maîtrise en ingénierie des transports à l'Institut de technologie et de sciences Shri Govindram Seksaria d'Indore (Madhya Pradesh).
„Über diesen Titel“ kann sich auf eine andere Ausgabe dieses Titels beziehen.
Anbieter: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Deutschland
Taschenbuch. Zustand: 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. Bestandsnummer des Verkäufers 9786202019040
Anzahl: 2 verfügbar
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
Taschenbuch. Zustand: 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. Bestandsnummer des Verkäufers 9786202019040
Anzahl: 1 verfügbar
Anbieter: Revaluation Books, Exeter, Vereinigtes Königreich
Paperback. Zustand: Brand New. 80 pages. 8.66x5.91x0.19 inches. In Stock. Bestandsnummer des Verkäufers zk6202019042
Anzahl: 1 verfügbar
Anbieter: moluna, Greven, Deutschland
Zustand: 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. Bestandsnummer des Verkäufers 175567238
Anzahl: Mehr als 20 verfügbar
Anbieter: buchversandmimpf2000, Emtmannsberg, BAYE, Deutschland
Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. 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.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 80 pp. Englisch. Bestandsnummer des Verkäufers 9786202019040
Anzahl: 1 verfügbar
Anbieter: preigu, Osnabrück, Deutschland
Taschenbuch. Zustand: Neu. Effect of Density and Moisture on the Properties of Cohesive Soil | Pallavi Gupta (u. a.) | Taschenbuch | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9786202019040 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 113378244
Anzahl: 5 verfügbar