0.0080 Undrained tests Applied p; q, kPa p', kPa e E(q), kPa E(p '), kPa E(e)
0.0083 Undrained tests Applied pý q, kPa p', kPa e E(q), kPa E(p), kPa E(e)
1683 2.52 1.04 Undrained tests Applied Po' q, kPa p', kPa E(q), kPa E(p),
(1990). A constitutive model for partially saturated soils.
(1999). A data acquisition and control system for geotechnical testing.
(2000). An assessment of the effects of pozzolanic activity on the behaviour of fly ash.
(1993). An introduction to the mechanics of soils and foundations.
(2005). Behaviour of gravely sand using critical state concepts.
(1998). Bringing unsaturated soil mechanics into engineering practise.
(1996). Constitutive modelling.
(1968). Critical State Soil Mechanics.
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.
(2000). Effects of moulding water content on the behaviour of an unsaturated silty sand. Unsaturated Soil for Asia, Singapore:
(1960). Factor controlling the shear strength of partly saturated cohesive soils. ASCE Res. Conj. Shear Strength of Cohesive Soils,
(1948). Fundamentals of Soil Mechanics.
(1990). Minimum undrained strength versus steady-state strength of sands.
(1996). Model for the prediction of shear strength with respect to soil suction.
(1972). Naturally cemented sensitive soils.
(2004). Particle breakage during shearing of a carbonate sand.
(1998). Steady-state concepts and static liquefaction of silty sands.
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),
(1993). The behaviour of granular soils at elevated stresses. Predictive soil mechanics.
the errors in measuring dimensions are ±0.01mm and do=38mm and h, =76mm, so V.
(1961). The experimental study of partly saturated soil in the triaxial apparatus.
(2000). The influence of fabric on the shear behaviour of unsaturated compacted soils. In
(1991). The manufacture of cemented carbonate soils. Research Report R631, School of Civil and Mining Engineering University of