Table 5.

Partial parameters of the HSS model

ParameterValue
mTypically 0.5–1.0 for cohesive soils (Nagaraj et al., 2003), taken as 0.8 in this paper (Xu et al., 2006)
υur0.2 (Brinkgreve and Broere, 2006)
pref100 kPa (Brinkgreve and Broere, 2006)
K0(1 – sinφ′ ) (Gao et al., 1986)
G0refG0ref=3.5 ∼ 5.0Eurref (Wang et al., 2013)

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