Characterization Soil Mass Using by Singh Devendra (9 results)

Condition: New. pp. 108.

Taschenbuch. Condition: Neu. Characterization of the Soil Mass Using Piezoceramic Elements | Piezoceramic Elements for Soil Mass Characterization | Devendra Singh (u. a.) | Taschenbuch | 108 S. | Englisch | 2010 | LAP LAMBERT Academic Publishing | EAN 9783843377317 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu.

Paperback. Condition: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Shear and compression wave velocities have been demonstrated to be quite useful for determining basic engineering properties of the soil mass by earlier researchers. To achieve this, resonant column, cyclic triaxial and tortional shear tests have been employed. However, these methods are not only quite elaborate and expensive but require skilled manpower, are cumbersome and time consuming. This calls for development of an alternate methodology that can be employed for characterizing the soil mass, which is not very intricate and is cost-effective. In this situation, usage of piezoceramic elements seems to be a good option. With this in view, an attempt has been made to develop a simple and cost-effective methodology for measuring these parameters in different types of soils, compacted to different compaction states. The suitability of the methodology has been demonstrated for characterization of the soil mass for engineering purpose. 108 pp. Englisch.

Condition: New. Print on Demand pp. 108 2:B&W 6 x 9 in or 229 x 152 mm Perfect Bound on Creme w/Gloss Lam.

Condition: New. PRINT ON DEMAND pp. 108.

Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Singh DevendraProf. D. N. Singh is a faculty in Civil Engineering Department, IIT Bombay, since 1994 and mainly specializes in the field of Environmental Geotechnology. Dr. Anjan Patel is a Lecturer in Civil Engineering Dept., VSS U.

Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Shear and compression wave velocities have been demonstrated to be quite useful for determining basic engineering properties of the soil mass by earlier researchers. To achieve this, resonant column, cyclic triaxial and tortional shear tests have been employed. However, these methods are not only quite elaborate and expensive but require skilled manpower, are cumbersome and time consuming. This calls for development of an alternate methodology that can be employed for characterizing the soil mass, which is not very intricate and is cost-effective. In this situation, usage of piezoceramic elements seems to be a good option. With this in view, an attempt has been made to develop a simple and cost-effective methodology for measuring these parameters in different types of soils, compacted to different compaction states. The suitability of the methodology has been demonstrated for characterization of the soil mass for engineering purpose.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 108 pp. Englisch.

Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Shear and compression wave velocities have been demonstrated to be quite useful for determining basic engineering properties of the soil mass by earlier researchers. To achieve this, resonant column, cyclic triaxial and tortional shear tests have been employed. However, these methods are not only quite elaborate and expensive but require skilled manpower, are cumbersome and time consuming. This calls for development of an alternate methodology that can be employed for characterizing the soil mass, which is not very intricate and is cost-effective. In this situation, usage of piezoceramic elements seems to be a good option. With this in view, an attempt has been made to develop a simple and cost-effective methodology for measuring these parameters in different types of soils, compacted to different compaction states. The suitability of the methodology has been demonstrated for characterization of the soil mass for engineering purpose.