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Code
Title
Year
Code
Field
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4701
20533
Numerical study of Hybrid pile-Geogrid Reinforced Wall
0
khu-cv-ths-277-58992
14 Time(s)
4702
20532
Evaluation of geotechnical characteristics of construction and demolition wastes to reuse in construction industry
0
khu-cv-ths-277-58991
19 Time(s)
4703
20531
Numerical and Analytical Study on the Bearing Capacity of the Foundation Supported by Municipal Solid Waste Landfill
0
khu-cv-ths-277-58990
14 Time(s)
4704
20530
Development of seismic fragility curve of buildings adjacent to slope
0
khu-cv-ths-277-58986
17 Time(s)
4705
20529
Seismic performance of adjacent structures considering soil structure interaction
0
khu-cv-ths-277-58984
16 Time(s)
4706
20528
Numerical Study on Behavior of Expanded Polystyrene (EPS) Geofoam Blocks Subjected to Traffic Loading
0
khu-cv-ths-277-58983
15 Time(s)
4707
20527
Experimental Study on the Bearing Capacity of the Foundations Supported by Municipal Solid Waste Landfill
0
khu-cv-ths-277-58982
13 Time(s)
4708
20526
Develop an application on the mobile platform to organize excavation stabilization activities and construction method optimization
0
khu-cv-ths-277-58981
15 Time(s)
4709
20525
Identification and Risk Assessment of Deep Excavation Stabilization Projects in Tehran Buildings by FMEA Method
0
khu-cv-ths-277-58980
14 Time(s)
4710
20524
the Numerical study of the effect of deep excavation on the adjacent pile - raft bihavior
0
khu-cv-ths-277-58979
16 Time(s)
4711
20523
Numerical Study of the site improvment of fluid storage reservoirs by aPre-Loading metod(Case study:Jam Petrochemical Company)
0
khu-cv-ths-277-58978
13 Time(s)
4712
20522
Numerical study and deformation analysis of top down method in deep excavation
0
khu-cv-ths-277-58977
11 Time(s)
4713
20521
New Design Charts for Deflection and Moment Reduction Factor for Pilled-Raft Systems with Partial Fixity
0
khu-cv-ths-277-58976
10 Time(s)
4714
20520
Deformation analysis of deep excavation in coarse grained Tehran alluvials
0
khu-cv-ths-277-58974
11 Time(s)
4715
20519
Numerical study of bearing capacity, failure mechanism and load-settlement curve of the micropile group
0
khu-cv-ths-277-58973
11 Time(s)
4716
20518
Numerical Analysis of Response of Concrete Frame Building Adjacent to Deep Excavation
0
khu-cv-ths-277-58972
11 Time(s)
4717
20517
Numerical study of load sharing in Pile group considering the piles-cap interaction
0
khu-cv-ths-277-58971
13 Time(s)
4718
20516
Experimental Study on Consolidation Behavior of Soil-EPS Mixture.
0
khu-cv-ths-277-58970
16 Time(s)
4719
20515
study of the seismic behavior of monorail piers by considering of soil structure interaction subject to moving load
0
khu-cv-ths-277-58968
13 Time(s)
4720
20514
Analytical And Numerical Study On The Effects Of SPSI On Monorail Bridges Under Train Load And Earthquake (Case Study: Qom Monorail)
0
khu-cv-ths-277-58966
14 Time(s)
4721
20513
Experimental study of grouting effect on the pullout capacity of helical anchors
0
khu-cv-ths-277-58964
15 Time(s)
4722
20512
Numerical and analytical study on seismic response of structures in the vicinity of slope
0
khu-cv-ths-277-58963
11 Time(s)
4723
20511
effects of excavation on the bearing capacity of pile group adjacent to building
0
khu-cv-ths-277-58961
16 Time(s)
4724
20510
Seismicanalysis of bridgessubjected to spatially varying earthquake ground motion including soil-structure interaction
0
khu-cv-ths-277-58960
15 Time(s)
4725
20509
Numerical study on the deep excavation adjacent to subway tunnel considering the effects of tunnel-deep excavation interaction
0
khu-cv-ths-277-58957
15 Time(s)
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