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This book consists of mainly five parts. First, the subject is introduced along with previous research and fundamentals of imaging in chapters one to four. Second, investigations of geotechnical properties of transparent synthetic soils are pre-sented in chapter five to seven. Third, the Image processing algorithm, digital im-age cross-correlation, and its advanced form, adaptive cross-correlation, are pre-sented and validated in chapters eight to ten. Fourth, three-dimensional deformation under a model footing is presented in chapter eleven. Fifth, two di-mensional flow tests are presented in…mehr

Produktbeschreibung
This book consists of mainly five parts. First, the subject is introduced along with previous research and fundamentals of imaging in chapters one to four. Second, investigations of geotechnical properties of transparent synthetic soils are pre-sented in chapter five to seven. Third, the Image processing algorithm, digital im-age cross-correlation, and its advanced form, adaptive cross-correlation, are pre-sented and validated in chapters eight to ten. Fourth, three-dimensional deformation under a model footing is presented in chapter eleven. Fifth, two di-mensional flow tests are presented in chapter twelve. Finally, a postscript contain-ing the author s reflections is presented at the end. An appendix dealing with camera calibration is also included.
  • Produktdetails
  • Springer Series in Geomechanics and Geoengineering
  • Verlag: Springer / Springer Berlin Heidelberg / Springer, Berlin
  • Artikelnr. des Verlages: 80014355
  • Erscheinungstermin: Februar 2011
  • Englisch
  • Abmessung: 244mm x 164mm x 24mm
  • Gewicht: 548g
  • ISBN-13: 9783642131073
  • ISBN-10: 3642131077
  • Artikelnr.: 29502750
Inhaltsangabe
Introduction.- Review of Design Guidelines for Piles in Sand.- Installation Effects on The Capacity of Piles in Sand.- Experimental Facilities to Study the Behavior of Piles.- Instrumented Double-Wall Pipe Pile.- Electro-Pneumatic Pile Hammer for Laboratory Applications.- Geotechnical Properties of the Test Sand.- Similitude Between Model and Full-Scale Piles.- Load Tests on The Double-Wall Pipe Pile in Sand.- Summary, Conclusions, and Recommendations.