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scientia iranica
سال:2014 - دوره:21 - شماره:4- A
Centrifuge modeling of pile-soil-pile interaction considering relative density and toe condition
- صفحه:1330-1339
Eect of turbulence closure models on the accuracy of moving particle semi-implicit method for the viscous free surface ow
- صفحه:1217-1230
Effect of SiC on microstructural features and compressive properties of aluminum foam
- صفحه:1325-1329
Exploring the opportunities for reuse of municipal Construction and Demolition (C&D) wastes in concrete
- صفحه:1317-1324
Improved support vector machine regression in multi-step-ahead prediction for rock displacement surrounding a tunnel
- صفحه:1309-1316
In uence of nes content and type on the small-strain shear modulus of sand
- صفحه:1281-1296
Nonlinear nite element analysis of RC beams under combined shear and torsion to extract linear and curvilinear ranges of interaction curves
- صفحه:1249-1262
Rate-dependence of rockll behavior on propagated near fault ground motions
- صفحه:1263-1280
Shape optimization of concrete arch dams considering abutment stability
- صفحه:1297-1308
Structural damage identication based on incomplete static responses as an optimization problem
- صفحه:1209-1216
Study on the failure behavior of three dierent stabilized problematic soils
- صفحه:1231-1240
The leadership prole of Nigerian construction project managers
- صفحه:1241-1248
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