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international journal of civil engineering
سال:2024 - دوره:22 - شماره:2
dynamic analysis of sand embankment by shaking table test
- صفحه:209-224
effect of suction on small- and large-strain dynamic shear characteristics and volumetric deformations of compacted high-plasticity clay
- صفحه:271-288
effect of the addition of a second helix on the helical pile performance in sand
- صفحه:289-302
experimental and numerical analyses of two instrumented large diameter drilled shafts under bidirectional static loading test
- صفحه:241-257
experimental investigation of soil disturbance effect on bearing capacity of organic soil
- صفحه:225-240
experimental investigation of vertical bearing characteristics of composite post-grouting piles in sandy soil
- صفحه:303-315
experimental research on bearing behaviors of cement mortar-expanded precast piles
- صفحه:259-270
experimental study for the geogrid-reinforced embankment with clay cover under static and cyclic loading
- صفحه:181-194
reliability analysis of soil liquefaction using improved hypercube sampling (ihs) method
- صفحه:195-207
type and layout arrangement of geosynthetics for enhancing energy dissipation on buried pipes under impact loads
- صفحه:317-331
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