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Mathematical Problems in Engineering
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2020
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Article
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Fig 12
/
Research Article
Constitutive Model of Lateral Unloading Creep of Soft Soil under Excess Pore Water Pressure
Figure 12
Model verification: (a) excess pore water pressure
u
= 40 kPa; (b) excess pore water pressure
u
= 60 kPa.
(a)
(b)