>
Fa
|
Ar
|
En
international journal of civil engineering
سال:2011 - دوره:9 - شماره:4
An improved solution to capillary rise of water in soils
- صفحه:275-281
Effect of bedrock inclination on seismic slope stability according to Iran seismically data
- صفحه:247-254
Experimental and numerical investigation on circular footing subjected to incremental cyclic loads
- صفحه:265-274
Investigation of foundations behavior by implementation of a developed constitutive soil model in the ZEL method
- صفحه:293-306
Low-amplitude dynamic properties for compacted sand-clay mixtures
- صفحه:255-264
Three dimensional bearing capacity analysis of shallow foundations using discrete element method
- صفحه:282-292
Undrained triaxial shear behavior of grouted carbonate sands
- صفحه:307-314
Copyright 2023
Islamic World Science Citation Center
All Rights Reserved
