• Publications
  • Influence
Shrinkage of concrete stored in natural environments
Abstract The paper reports on the influence of the natural environment on the drying shrinkage of a range of concretes, with and without steel fibre reinforcement. A combination of increasing cementExpand
  • 56
  • 2
Undrained seismic bearing capacity of strip footing placed on homogeneous and heterogeneous soil slopes by finite element limit analysis
Abstract In this paper, undrained seismic bearing capacity of a strip footing placed on a slope in both homogeneous and heterogeneous soils is investigated using the lower and upper bounds of finiteExpand
  • 10
3D numerical study of the piled raft behaviour due to groundwater level changes in the frictional soil
ABSTRACT The Piled raft foundations are one of the most useful structures to control the total and differential settlements. In the present study, a three-dimensional analysis is performed using theExpand
Numerical Analysis of Laterally Loaded Single-Pile Behavior Affected by Urban Metro Tunnel
This paper investigates the effects of tunneling on the displacements and the behavior of laterally loaded deep foundations adjacent to the tunnel for different geotechnical parameters. The planeExpand
CONSTRUCTION OF LIGHT WEIGHT CONCRETE BY USING LIGHT WEIGHT AGGREGATES, STONE POWDER AND MICRO SILICA
هديكچ هلاقم نيا ب تسا يقيقحت ه تبسن نييعت روظنم اه لااب تمواقم اب يا هزاس كبس نتب طلاتخا ي يارب هك نزو شهاك آ هناد زا ن اه سر ي هدش طسبنم ) اكيل ( ناريا رد هك طسوت عنص ت ديلوت يم دوش تسا هدش هدافتساExpand
  • 1
Finite element limit analysis of the seismic bearing capacity of strip footing adjacent to excavation in c-φ soil
ABSTRACTIn this study, several effective parameters and geometrical features were considered to present the design charts and the reduction coefficients tables to obtain the bearing capacity of a s...
THE INVESTIGATION OF SHEAR BEHAVIOR OF R . C . BEAMS MADE OF SELF COMPACTING CONCERTE WITH HIGH STRENGTH
Self-Compacting Concrete has a unique characteristic which flows to place and around obstruction under its own weight to fill the formwork completely and its self compact without any segregation.Expand
Bearing capacity of ring foundation due to various loading positions by finite element limit analysis
Abstract This paper investigates the effects of the footing loading position and the footing radii ratio (ri/ro) on the normalized bearing capacity. Both smooth and rough footings located onExpand
  • 5
...
1
2
...