Figure 14.
Undrained monotonic behaviours (q–p′, q–ε, and u–ε responses) of Sydney sand with fines and q coal ash tested (a and b) at low p′ of 100–600 kPa and (c and d) at a high p′ of 1200 kPa
Undrained monotonic behaviours (q–p′, q–ε, and u–ε responses) of Sydney sand with fines and q coal ash tested (a and b) at low p′ of 100–600 kPa and (c and d) at a high p′ of 1200 kPa