This study presents and analyzes the results of a series of Atterberg's limit tests, Proctor compaction tests, California bearing ratio tests and Unconfined Compressive Strength tests performed on Black cotton soil treated with mixture of various Lime and RBI Grade 81 contents and compacted under the optimum Proctor conditions. These test results show that the geotechnical parameters values are concordant and confirm the bearing capacity improvement of this natural clay, which is translated by a significant increase in soil strength.
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KRISHNARAJ A. KHATRI has completedMTech (Soil Mechanics & Foundation Engineering)from S.V.National Institute Of Technology, Surat.At present he is working as a professor in engineeringcollege at B.V.P.I.T.(D.S.), Umrakh, Bardoli.
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Taschenbuch. Zustand: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This study presents and analyzes the results of a series of Atterberg's limit tests, Proctor compaction tests, California bearing ratio tests and Unconfined Compressive Strength tests performed on Black cotton soil treated with mixture of various Lime and RBI Grade 81 contents and compacted under the optimum Proctor conditions. These test results show that the geotechnical parameters values are concordant and confirm the bearing capacity improvement of this natural clay, which is translated by a significant increase in soil strength. 96 pp. Englisch. Bestandsnummer des Verkäufers 9786202063470
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Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Kumar ShailendraKRISHNARAJ A. KHATRI has completedMTech (Soil Mechanics & Foundation Engineering)from S.V.National Institute Of Technology, Surat.At present he is working as a professor in engineeringcollege at B.V.P.I.T.(D.S.), Umra. Bestandsnummer des Verkäufers 385924045
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Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This study presents and analyzes the results of a series of Atterberg's limit tests, Proctor compaction tests, California bearing ratio tests and Unconfined Compressive Strength tests performed on Black cotton soil treated with mixture of various Lime and RBI Grade 81 contents and compacted under the optimum Proctor conditions. These test results show that the geotechnical parameters values are concordant and confirm the bearing capacity improvement of this natural clay, which is translated by a significant increase in soil strength.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 96 pp. Englisch. Bestandsnummer des Verkäufers 9786202063470
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Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This study presents and analyzes the results of a series of Atterberg's limit tests, Proctor compaction tests, California bearing ratio tests and Unconfined Compressive Strength tests performed on Black cotton soil treated with mixture of various Lime and RBI Grade 81 contents and compacted under the optimum Proctor conditions. These test results show that the geotechnical parameters values are concordant and confirm the bearing capacity improvement of this natural clay, which is translated by a significant increase in soil strength. Bestandsnummer des Verkäufers 9786202063470
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Taschenbuch. Zustand: Neu. Effect Of LIME & RBI GRADE 81 On Geo Technical Properties Of | Black Cotton Soil | Shailendra Kumar (u. a.) | Taschenbuch | 96 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9786202063470 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 110555359
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