9786202517331 - effect of cement and ggbs on engineering behaviour of lateritic soils: case study de phanikumar, ramachandra (8 resultados)
- Tapa blanda
Librería: Books Puddle, New York, NY, Estados Unidos de AmericaBooks Puddle
Contactar con el vendedorVendedor de 4 estrellasCondición: Nuevo
EUR 63,46
Envío por EUR 3,45Se envía dentro de Estados Unidos de AmericaCantidad disponible: 4 disponibles
Condición: New.
- Tapa blanda
Librería: preigu, Osnabrück, Alemaniapreigu
Contactar con el vendedorVendedor de 5 estrellasCondición: Nuevo
EUR 36,35
Envío por EUR 70,00Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 5 disponibles
Taschenbuch. Condición: 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.
- Tapa blanda
- Impresión bajo demanda
Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.
Contactar con el vendedorVendedor de 5 estrellasCondición: Nuevo
EUR 39,90
Envío por EUR 23,00Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 2 disponibles
Taschenbuch. Condición: 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 an…d 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.
- Tapa blanda
- Impresión bajo demanda
Librería: Majestic Books, Hounslow, Reino UnidoMajestic Books
Contactar con el vendedorVendedor de 4 estrellasCondición: Nuevo
EUR 62,62
Envío por EUR 7,61Se envía de Reino Unido a Estados Unidos de AmericaCantidad disponible: 4 disponibles
Condición: New. Print on Demand.
- Tapa blanda
- Impresión bajo demanda
Librería: Biblios, frankfurt am main, HESSE, AlemaniaBiblios
Contactar con el vendedorVendedor de 4 estrellasCondición: Nuevo
EUR 64,66
Envío por EUR 9,95Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 4 disponibles
Condición: New. PRINT ON DEMAND.
- Tapa blanda
- Impresión bajo demanda
Librería: moluna, Greven, Alemaniamoluna
Contactar con el vendedorVendedor de 5 estrellasCondición: Nuevo
EUR 34,25
Envío por EUR 48,99Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: Más de 20 disponibles
Condición: 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 a…nd ground improvement technique.
- Tapa blanda
- Impresión bajo demanda
Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000
Contactar con el vendedorVendedor de 5 estrellasCondición: Nuevo
EUR 39,90
Envío por EUR 60,00Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 1 disponibles
Taschenbuch. Condición: 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 GG…BS 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.
- Tapa blanda
- Impresión bajo demanda
Librería: AHA-BUCH GmbH, Einbeck, AlemaniaAHA-BUCH GmbH
Contactar con el vendedorVendedor de 5 estrellasCondición: Nuevo
EUR 40,89
Envío por EUR 60,48Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 1 disponibles
Taschenbuch. Condición: 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 GGB…S 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.
