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Analysis of Mechanical Properties of Soil Using Geotextiles: Application of Geosynthetics - Softcover
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In this book, the behavior of two-layer soil (Sand-silt Soil) that were reinforced with some geosynthetics is investigated. Large-scale California Bearing Ratio tests are to be performed by some scientists on unreinforced and reinforced samples with different geosynthetics. The results show that depending on the characteristics of the geosynthetics, the inclusion of these materials may increase or decrease the shear strength parameters of the interface of two-layered soils. It implies that the geosynthetic-reinforced soils in the sub-base layer of roads are so sensitive to the characteristics of geosynthetics and will perform better than non-reinforced soils and consequently the load-carrying capacity of the basement will improve only if the appropriate geosynthetics are used. However, geosynthetics show more reinforcement efficiency under higher vertical stresses. Increasing the relative density of the sub-grade would also cause the geosynthetic (geotextiles and geonets) reinforcement to be more effective.
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- VerlagLAP LAMBERT Academic Publishing
- Erscheinungsdatum2020
- ISBN 10 6202923067
- ISBN 13 9786202923064
- EinbandTapa blanda
- SpracheEnglisch
- Anzahl der Seiten68
- Kontakt zum HerstellerNicht verfügbar
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Analysis of Mechanical Properties of Soil Using Geotextiles
Verlag:
LAP LAMBERT Academic Publishing, 2020
ISBN 10: 6202923067
ISBN 13: 9786202923064
Neu
Softcover
Anbieter: moluna, Greven, Deutschland
Verkäuferbewertung 4 von 5 Sternen
Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Rudra Paul SarmisthaSarmistha Rudra Paul is an Assistant Professor at Sharda University since 2012, M.Tech (Geotechnical Engineering) from NIT Silchar, B.Tech (Civil Engineering) from NIT Agartala.In this book, the behavior of tw. Bestandsnummer des Verkäufers 461014433
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Analysis of Mechanical Properties of Soil Using Geotextiles
Verlag:
LAP LAMBERT Academic Publishing Okt 2020, 2020
ISBN 10: 6202923067
ISBN 13: 9786202923064
Neu
Taschenbuch
Anbieter: buchversandmimpf2000, Emtmannsberg, BAYE, Deutschland
Verkäuferbewertung 5 von 5 Sternen
Taschenbuch. Zustand: Neu. Neuware -In this book, the behavior of two-layer soil (Sand-silt Soil) that were reinforced with some geosynthetics is investigated. Large-scale California Bearing Ratio tests are to be performed by some scientists on unreinforced and reinforced samples with different geosynthetics. The results show that depending on the characteristics of the geosynthetics, the inclusion of these materials may increase or decrease the shear strength parameters of the interface of two-layered soils. It implies that the geosynthetic-reinforced soils in the sub-base layer of roads are so sensitive to the characteristics of geosynthetics and will perform better than non-reinforced soils and consequently the load-carrying capacity of the basement will improve only if the appropriate geosynthetics are used. However, geosynthetics show more reinforcement efficiency under higher vertical stresses. Increasing the relative density of the sub-grade would also cause the geosynthetic (geotextiles and geonets) reinforcement to be more effective.Books on Demand GmbH, Überseering 33, 22297 Hamburg 68 pp. Englisch. Bestandsnummer des Verkäufers 9786202923064
Anzahl: 2 verfügbar
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Analysis of Mechanical Properties of Soil Using Geotextiles
Verlag:
LAP LAMBERT Academic Publishing Okt 2020, 2020
ISBN 10: 6202923067
ISBN 13: 9786202923064
Neu
Taschenbuch
Anbieter: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Deutschland
Verkäuferbewertung 5 von 5 Sternen
Taschenbuch. Zustand: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In this book, the behavior of two-layer soil (Sand-silt Soil) that were reinforced with some geosynthetics is investigated. Large-scale California Bearing Ratio tests are to be performed by some scientists on unreinforced and reinforced samples with different geosynthetics. The results show that depending on the characteristics of the geosynthetics, the inclusion of these materials may increase or decrease the shear strength parameters of the interface of two-layered soils. It implies that the geosynthetic-reinforced soils in the sub-base layer of roads are so sensitive to the characteristics of geosynthetics and will perform better than non-reinforced soils and consequently the load-carrying capacity of the basement will improve only if the appropriate geosynthetics are used. However, geosynthetics show more reinforcement efficiency under higher vertical stresses. Increasing the relative density of the sub-grade would also cause the geosynthetic (geotextiles and geonets) reinforcement to be more effective. 68 pp. Englisch. Bestandsnummer des Verkäufers 9786202923064
Anzahl: 2 verfügbar
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Analysis of Mechanical Properties of Soil Using Geotextiles : Application of Geosynthetics
Verlag:
LAP LAMBERT Academic Publishing, 2020
ISBN 10: 6202923067
ISBN 13: 9786202923064
Neu
Taschenbuch
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
Verkäuferbewertung 5 von 5 Sternen
Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In this book, the behavior of two-layer soil (Sand-silt Soil) that were reinforced with some geosynthetics is investigated. Large-scale California Bearing Ratio tests are to be performed by some scientists on unreinforced and reinforced samples with different geosynthetics. The results show that depending on the characteristics of the geosynthetics, the inclusion of these materials may increase or decrease the shear strength parameters of the interface of two-layered soils. It implies that the geosynthetic-reinforced soils in the sub-base layer of roads are so sensitive to the characteristics of geosynthetics and will perform better than non-reinforced soils and consequently the load-carrying capacity of the basement will improve only if the appropriate geosynthetics are used. However, geosynthetics show more reinforcement efficiency under higher vertical stresses. Increasing the relative density of the sub-grade would also cause the geosynthetic (geotextiles and geonets) reinforcement to be more effective. Bestandsnummer des Verkäufers 9786202923064
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