Skip to main content
Article thumbnail
Location of Repository


By Zulfahmi Ali Rahman
Topics: Philosophy Religion Sociology Human services
Year: 2008
OAI identifier:
Provided by: Durham e-Theses

Suggested articles


  1. 0.0080 Undrained tests Applied p; q, kPa p', kPa e E(q), kPa E(p '), kPa E(e) doi
  2. 0.0083 Undrained tests Applied pý q, kPa p', kPa e E(q), kPa E(p), kPa E(e) doi
  3. 1683 2.52 1.04 Undrained tests Applied Po' q, kPa p', kPa E(q), kPa E(p),
  4. (1990). A constitutive model for partially saturated soils. doi
  5. (1999). A data acquisition and control system for geotechnical testing. doi
  6. (2000). An assessment of the effects of pozzolanic activity on the behaviour of fly ash.
  7. (1993). An introduction to the mechanics of soils and foundations. doi
  8. (2005). Behaviour of gravely sand using critical state concepts.
  9. (1998). Bringing unsaturated soil mechanics into engineering practise. doi
  10. (1996). Constitutive modelling.
  11. (1968). Critical State Soil Mechanics. doi
  12. E(A)=: k1 mm= For Deviator stress, q=F F where F is force (N) and A is area (mm2) E(9') =F± E(F) _q At E(A) The scatter for the load cell from the observation of reading before and after shearing stage is about 1.5N with ±0.8N.
  13. (2000). Effects of moulding water content on the behaviour of an unsaturated silty sand. Unsaturated Soil for Asia, Singapore:
  14. (1960). Factor controlling the shear strength of partly saturated cohesive soils. ASCE Res. Conj. Shear Strength of Cohesive Soils,
  15. (1948). Fundamentals of Soil Mechanics. doi
  16. (1990). Minimum undrained strength versus steady-state strength of sands. doi
  17. (1996). Model for the prediction of shear strength with respect to soil suction. doi
  18. (1972). Naturally cemented sensitive soils. doi
  19. (2004). Particle breakage during shearing of a carbonate sand. doi
  20. (1998). Steady-state concepts and static liquefaction of silty sands. doi
  21. Summary of the results of errors analysis for deviator stress E(q) and effective stress E(p) for the maximum q/p' ratio (Bonded samples in saturated tests) Drained tests Applied pö q, kPa p', kPa E(q), kPa E(p),
  22. (1993). The behaviour of granular soils at elevated stresses. Predictive soil mechanics.
  23. the errors in measuring dimensions are ±0.01mm and do=38mm and h, =76mm, so V.
  24. (1961). The experimental study of partly saturated soil in the triaxial apparatus.
  25. (2000). The influence of fabric on the shear behaviour of unsaturated compacted soils. In doi
  26. (1991). The manufacture of cemented carbonate soils. Research Report R631, School of Civil and Mining Engineering University of
  27. Undrained tests Applied pý q, kPa p', kPa E( p), kPa E(pl,

To submit an update or takedown request for this paper, please submit an Update/Correction/Removal Request.