Loading...

Critical state concepts for a cemented gravely sand

Hamidi, A ; Sharif University of Technology | 2005

403 Viewed
  1. Type of Document: Article
  2. Publisher: 2005
  3. Abstract:
  4. The shear behavior of a cemented gravely sand that can be considered as the representative of Tehran alluvium has been studied using triaxial equipment. Artificially cemented samples were prepared using gypsum plaster as the cementing agent. The plaster was mixed with the base soil at the weight percentages between 1.5 and 6. The critical state concepts were used to illustrate the mechanical behavior of tested soil. © 2005 ejge
  5. Keywords:
  6. Agents ; Composition effects ; Mechanical properties ; Mixing ; Plaster ; Sampling ; Shear stress ; Soil cement ; Soil testing ; Alluvium ; Cemented gravely sand ; Critical state concepts ; Mechanical behavior ; Triaxial test ; Sand ; Shear strength
  7. Source: Electronic Journal of Geotechnical Engineering ; Volume 10 E , 2005 ; 10893032 (ISSN)
  8. URL: https://www.researchgate.net/publication/290348078_Critical_state_concepts_for_a_cemented_gravely_sand