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international journal of civil engineering
سال:2022 - دوره:20 - شماره:7
a 3d elasto-plastic constitutive model for clay based on the unified hardening model with insights into the coupling effect of small-strain stiffness and over-consolidation ratio
- صفحه:793-808
assessment of compression index empirical equations for glaciated and unglaciated soils
- صفحه:749-71
direct shear creep characteristics of sand treated with microbial-induced calcite precipitation
- صفحه:763-777
effects of freeze–thaw cycles on the mechanical properties of the core-wall contact clay of a dam
- صفحه:779-791
load–displacement behavior of semi-deep shell foundations on sand by experimental study
- صفحه:839-855
mitigation of vibrations caused by dynamic compaction considering soil nonlinearity
- صفحه:809-826
seismic subsidence of soft subgrade with considering principal stress rotation
- صفحه:827-837
using a seismic dilatometer to identify collapsible soils
- صفحه:857-867
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