Synopsis
This book presents experimental data on LL, PL, PI, compaction characteristics, stress-strain characteristics and unconfined compressive strength (UCS) of a lateritic soilstabilized with varying amounts of cement and GGBS. Cement and GGBS were independently added to the lateritic soil up to 20% in increments of 5%. LL and PI respectively decreased by 23.5% and 49.5% when cement content increased from 0% to 20%. In a similar manner, when GGBS content increased from 0% to 20%, LL and PI respectively decreased by 16% and 30%. Further, MDD increased respectively by 11% and 5% when cement content and GGBS content increased from 0% to 20%. The unconfined compressive strength (UCS) of the cement-soil blends and the GGBS-soil blends increased with increasing additive content. Moreover, for a given additive content, UCS increased significantly with increasing curing period.Chemical stabilization of soils is an effective method of improving their engineering behavior. Through chemical stabilization, the shear strength improves, bearing capacity increases and settlements decrease.
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Effect of cement and GGBS on engineering behaviour of lateritic soils
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LAP LAMBERT Academic Publishing Mrz 2020, 2020
ISBN 10: 6202517336
ISBN 13: 9786202517331
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Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germany
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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This book presents experimental data on LL, PL, PI, compaction characteristics, stress-strain characteristics and unconfined compressive strength (UCS) of a lateritic soilstabilized with varying amounts of cement and GGBS. Cement and GGBS were independently added to the lateritic soil up to 20% in increments of 5%. LL and PI respectively decreased by 23.5% and 49.5% when cement content increased from 0% to 20%. In a similar manner, when GGBS content increased from 0% to 20%, LL and PI respectively decreased by 16% and 30%. Further, MDD increased respectively by 11% and 5% when cement content and GGBS content increased from 0% to 20%. The unconfined compressive strength (UCS) of the cement-soil blends and the GGBS-soil blends increased with increasing additive content. Moreover, for a given additive content, UCS increased significantly with increasing curing period.Chemical stabilization of soils is an effective method of improving their engineering behavior. Through chemical stabilization, the shear strength improves, bearing capacity increases and settlements decrease. 52 pp. Englisch. Seller Inventory # 9786202517331
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Effect of cement and GGBS on engineering behaviour of lateritic soils: Case Study
Published by
LAP LAMBERT Academic Publishing, 2020
ISBN 10: 6202517336
ISBN 13: 9786202517331
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Effect of cement and GGBS on engineering behaviour of lateritic soils: Case Study
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LAP LAMBERT Academic Publishing, 2020
ISBN 10: 6202517336
ISBN 13: 9786202517331
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Effect of cement and GGBS on engineering behaviour of lateritic soils: Case Study
Published by
LAP LAMBERT Academic Publishing, 2020
ISBN 10: 6202517336
ISBN 13: 9786202517331
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Effect of cement and GGBS on engineering behaviour of lateritic soils
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LAP LAMBERT Academic Publishing, 2020
ISBN 10: 6202517336
ISBN 13: 9786202517331
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Condition: 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, Bhiamavaram, AP, India. His research areas are expansive soils, granular pile-anchors and ground improvement technique. Seller Inventory # 385945520
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Effect of cement and GGBS on engineering behaviour of lateritic soils
Published by
LAP LAMBERT Academic Publishing Mär 2020, 2020
ISBN 10: 6202517336
ISBN 13: 9786202517331
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Taschenbuch
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
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Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This book presents experimental data on LL, PL, PI, compaction characteristics, stress-strain characteristics and unconfined compressive strength (UCS) of a lateritic soilstabilized with varying amounts of cement and GGBS. Cement and GGBS were independently added to the lateritic soil up to 20% in increments of 5%. LL and PI respectively decreased by 23.5% and 49.5% when cement content increased from 0% to 20%. In a similar manner, when GGBS content increased from 0% to 20%, LL and PI respectively decreased by 16% and 30%. Further, MDD increased respectively by 11% and 5% when cement content and GGBS content increased from 0% to 20%. The unconfined compressive strength (UCS) of the cement-soil blends and the GGBS-soil blends increased with increasing additive content. Moreover, for a given additive content, UCS increased significantly with increasing curing period.Chemical stabilization of soils is an effective method of improving their engineering behavior. Through chemical stabilization, the shear strength improves, bearing capacity increases and settlements decrease.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 52 pp. Englisch. Seller Inventory # 9786202517331
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Effect of cement and GGBS on engineering behaviour of lateritic soils : Case Study
Published by
LAP LAMBERT Academic Publishing, 2020
ISBN 10: 6202517336
ISBN 13: 9786202517331
New
Taschenbuch
Seller: AHA-BUCH GmbH, Einbeck, Germany
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Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This book presents experimental data on LL, PL, PI, compaction characteristics, stress-strain characteristics and unconfined compressive strength (UCS) of a lateritic soilstabilized with varying amounts of cement and GGBS. Cement and GGBS were independently added to the lateritic soil up to 20% in increments of 5%. LL and PI respectively decreased by 23.5% and 49.5% when cement content increased from 0% to 20%. In a similar manner, when GGBS content increased from 0% to 20%, LL and PI respectively decreased by 16% and 30%. Further, MDD increased respectively by 11% and 5% when cement content and GGBS content increased from 0% to 20%. The unconfined compressive strength (UCS) of the cement-soil blends and the GGBS-soil blends increased with increasing additive content. Moreover, for a given additive content, UCS increased significantly with increasing curing period.Chemical stabilization of soils is an effective method of improving their engineering behavior. Through chemical stabilization, the shear strength improves, bearing capacity increases and settlements decrease. Seller Inventory # 9786202517331
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Effect of cement and GGBS on engineering behaviour of lateritic soils | Case Study
Published by
LAP LAMBERT Academic Publishing, 2020
ISBN 10: 6202517336
ISBN 13: 9786202517331
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Seller: preigu, Osnabrück, Germany
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Taschenbuch. Condition: Neu. Effect of cement and GGBS on engineering behaviour of lateritic soils | Case Study | Ramachandra Phanikumar | Taschenbuch | 52 S. | Englisch | 2020 | LAP LAMBERT Academic Publishing | EAN 9786202517331 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Seller Inventory # 118240155