international journal of civil engineering سال:2024 - دوره:22

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international journal of civil engineering
سال:2024 - دوره:22 - شماره:8

behaviour of geogrid-encased group of stone columns under monotonic and cyclic loading - صفحه:1387-1406 calculation method for active non-limit earth pressure of cohesive soil on a rigid wall based on the nonlinear mohr–coulomb failure criterion - صفحه:1443-1461 deformation behavior of a large-scale excavation and the effect of an adjacent foundation pit on the excavation - صفحه:1493-1505 effect of microbial induced partial saturation on liquefaction mitigation of sand of different relative densities - صفحه:1463-1479 effect of the incorporation of recycled aggregate from construction and demolition waste on the mechanical strength of silty-cement soil - صفحه:1357-1370 effects of particle breakage on the mechanical behavior of calcareous sand under confined compression tests - صفحه:1407-1424 experimental and numerical study of braced retaining piles with asymmetrical excavation - صفحه:1339-1356 factors influencing the dynamic shear modulus and damping ratio of granulated rubber–clay mixtures in xiong’an new area - صفحه:1425-1442 influence of low silt content on the anisotropic behaviour of sand - صفحه:1507-1522 numerical and experimental research on diffusion characteristic of polymer slurry in narrow slot at constant pressure - صفحه:1523-1535 pore water pressure and stress changes during the construction of stiffened deep cement mixing piles - صفحه:1481-1492 study on acoustic emission and crack propagation characteristics of single-fissured sandstone with different angles under uniaxial compression - صفحه:1371-1386