Table 1

Narrow variation in vane su(LL) reported for inorganic fine-grained soils

su(LL): kPawL(cup): %Number of samples, nRemarkReference
0·7–1·7530–974BSI cup. Interpolated from reported ILsu dataSkempton and Northey (1952) 
2–3 ASTM cup. Suggested mean su(LL) = 2·65 kPaCasagrande (1958) 
0·8–1·641–725BSI cupNorman (1958) 
1·1–2·341–725ASTM cup: su(LL) values 25–50% greater compared to those by BSI cupNorman (1958) 
2·5  ASTM cupSeed et al. (1964) 
1·3–2·432–19026ASTM cup. Inverse bi-logarithmic su(LL)wL(cup) correlation. Mean su(LL) = 1·7 kPaYoussef et al. (1965) 
1–317–382 Softer-base cup deviceŠkopek and Ter-Stepanian (1975) 
0·7–2·65 From synthesis of various published data sets, 1·7 kPa adopted as best estimate for su(LL)Wroth and Wood (1978) 
1·6 Deduced mean su(LL) value for BSI cupWhyte (1982) 
1·7 Deduced mean su(LL) value for ASTM cupWhyte (1982) 
0·66–1·3529·8–100·8 Viscometer used for strength determinationsSridharan and Prakash (1998) 
∼2  ASTM cupASTM D 4318-00 (ASTM, 2000)
∼1·7–2·0 Attributed to same average adsorbed water-layer thickness on all particle surfaces at LLMitchell (2005) 
1·2–2·632·6–32416Softer-base cup (ISI, 1985). One stray data point with su(LL) = 16 kPa. Excluding the stray point gives mean su(LL) = 1·7 kPaDas et al. (2013) 
0·9–3·9  General trend of su(LL) reducing in value with increasing water contentHaigh (2016) 

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