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1 - 14 of 14 items

Application of Hyperstatic Reaction Method for Designing of Tunnel Permanent Lining, Part II: 3D Numerical Modelling

DOI : 10.28991/cej-2016-00000031
Rahim Hassani , Rouhollah Basirat
254-261
Abstract : 1540
PDF : 833

Application of Hyperstatic Reaction Method for Designing of Tunnel Permanent Lining, Part I: 2D Numerical Modelling

DOI : 10.28991/cej-2016-00000030
Rahim Hassani , Rouhollah Basirat
244-253
Abstract : 1718
PDF : 961

Effect of the Stepped Spillway Geometry on the Flow Energy Dissipation

DOI : 10.28991/CEJ-2024-010-01-09
Karim R. Gubashi , Saad Mulahasan , Zuhair A. Hacheem , Ali Q. Rdhaiwi
145-158
Abstract : 1468
PDF : 654

Exact Three-Dimensional Stability Analysis of Plate Using a Direct Variational Energy Method

DOI : 10.28991/CEJ-2022-08-01-05
F. C. Onyeka , B. O. Mama , T. E. Okeke
60-80
Abstract : 1065
PDF : 648

Evaluation of Building Displacement Induced By EPB Tunneling Through GPS-GNSS Monitoring System and Back Analysis Technique (Tabriz Subway Twin Tunnels)

DOI : 10.28991/cej-2016-00000032
Seyed Morteza Davarpanah , Mostafa Sharifzadeh , Javad Sattarvand , Samad Narimani
270-285
Abstract : 1521
PDF : 847

Finite Element Analysis of Concrete Beam under Flexural Stresses Using Meso-Scale Model

DOI : 10.28991/cej-0309173
Alaa H. Al-Zuhairi , Ali Ihsan Taj
1288-1302
Abstract : 1388
PDF : 870

Effect of Masonry Infill Panels on the Seismic Response of Reinforced Concrete Frame Structures

DOI : 10.28991/cej-2021-03091764
Ali Zine , Abdelkrim Kadid , Abdallah Zatar
1853-1867
Abstract : 1758
PDF : 1056

Modification of Classical Horseshoe Spillways: Experimental Study and Design Optimization

DOI : 10.28991/cej-2019-03091396
Vahid Hassanzadeh Vayghan , Ali Saber , Soroosh Mortazavian
2093-2109
Abstract : 1779
PDF : 733

Development of Oscillating Water Column Breakwater Model

DOI : 10.28991/CEJ-2025-011-04-02
. Sugianto , Rita Tahir Lopa , Riswal Karamma , Chairul Paotonan
1268-1292
Abstract : 850
PDF : 349

Prediction of Rutting in Flexible Pavements using Finite Element Method

DOI : 10.28991/cej-2021-03091727
Muhammad Asim , Mahmood Ahmad , Muhammad Alam , Shahid Ullah , Muhammad Junaid Iqbal , Shahid Ali
1310-1326
Abstract : 2533
PDF : 1178

Numerical Study of Laterally Loaded Piles in Soft Clay Overlying Dense Sand

DOI : 10.28991/cej-2021-03091686
Amanpreet Kaur , Harvinder Singh , J. N. Jha
730-746
Abstract : 1470
PDF : 860

Numerical Simulation of Impulsive Water Waves Generated by Subaerial and Submerged Landslides Incidents in Dam Reservoirs

DOI : 10.28991/cej-2016-00000053
Vafa Khoolosi , Sedat Kabdaşli
497-519
Abstract : 1547
PDF : 805

Hydraulic Conditions Created by Passing Flow Through and Over a Combined Weir

DOI : 10.28991/CEJ-2025-011-05-016
Saad Mulahasan , Fadhil M. Al-Mohammed , Nagham Rajaa , Karim R. Gubashi
2008-2021
Abstract : 891
PDF : 332

Discharge Coefficient of a C-Type Piano Key Side Weir at 30° and 120° Sections of a Curved Channel

DOI : 10.28991/cej-03091106
Yaser Mehri , Jaber Soltani , Mojtaba Saneie , Mohhamad Rostami
1702-1713
Abstract : 2007
PDF : 818
1 - 14 of 14 items