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1 - 16 of 16 items

Dynamic Analysis of MICP-Stabilized Soil and Liquefiable Soil With Varying Salinity Levels

DOI : 10.28991/CEJ-2025-011-04-010
Nur A. Diana , Ria A. Aryani Soemitro , Januarti J. Ekaputri , Trihanyndio R. Satrya , Dwa D. Warnana
1432-1446
Abstract : 834
PDF : 374

Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects

DOI : 10.28991/CEJ-2023-09-04-010
Habib Musa Mohamad , Adnan Zainorabidin , Adriana Erica Amaludin
895-905
Abstract : 907
PDF : 650

Maximum Strain Effect and Secant Modulus Variation of Hemic Peat Soil at large Deformation due to Cyclic Loading

DOI : 10.28991/CEJ-2022-08-10-015
Habib Musa Mohamad , Adnan Zainorabidin , Mohamad Ibrahim Mohamad
2243-2260
Abstract : 805
PDF : 576

Experimental Studies on Some Clays Leading to Instability

DOI : 10.28991/CEJ-2023-09-02-012
Boubakeur Ykhlef , Abdelghani Belouar , Azdine Boulfoul
411-422
Abstract : 900
PDF : 621

Post-cyclic Loading Relationship Effects to the Shear Stress and Cyclic Shear Strain of Peat Soil

DOI : 10.28991/CEJ-2022-08-12-08
Habib Musa Mohamad , Adnan Zainorabidin
2779-2788
Abstract : 784
PDF : 584

The Influence of the Fundamental Parameters on the Mechanical Behavior of Coarse-Grained Soils

DOI : 10.28991/CEJ-2022-08-08-012
Ghizlane Ardouz , Khadija Baba , Latifa El Bouanani , Fatima Ezzahraa Latifi , Asmaa Dardouch
1694-1711
Abstract : 914
PDF : 596

Experimental Study of Silty Clay Plane Strain Tri-axial Test under RTC Path and Modified Cam-clay Model

DOI : 10.28991/cej-0309112
Tao Cheng , Yi Zhang , Keqin Yan
518-525
Abstract : 2538
PDF : 961

Comprehensive Assessment for Liquefaction Vulnerability in Indonesia: Empirical and Element Simulation Approaches

DOI : 10.28991/CEJ-2025-011-01-019
Siti Nurlita Fitri , Kazuhide Sawada
326-345
Abstract : 699
PDF : 399

Evaluation of the Mechanical Behavior of Soil Stabilized with Asphalt Emulsion Using Multi-Stage Loading

DOI : 10.28991/CEJ-2024-010-01-02
A. S. de Medeiros , M. Hugo Sant'Anna Cardoso , M. Aurélio Vieira da Silva
20-40
Abstract : 1058
PDF : 745

Effect of Variable Confining Pressure on Cyclic Triaxial Behavior of K0-consolidated Soft Marine Clay

DOI : 10.28991/cej-0309130
Lei Sun
755-765
Abstract : 1336
PDF : 747

Mineralogy, Micro-fabric and the Behavior of the Completely Decomposed Granite Soils

DOI : 10.28991/cej-2019-03091447
Elsayed Elkamhawy , Bo Zhou , Huabin Wang
2762-2772
Abstract : 1235
PDF : 840

Evaluation of Factors Affecting the Performance of Fiber-Reinforced Subgrade Soil Characteristics Under Cyclic Loading

DOI : 10.28991/CEJ-2023-09-08-015
Frank I. Aneke , Shadi Hanandeh , Denis Kalumba
2046-2061
Abstract : 950
PDF : 583

Application of Nor Sand Constitutive Model in a Highway Fill Embankment Slope Stability Failure Study

DOI : 10.28991/cej-03091155
Jiliang Li , Thiago Fernandes Leao
2252-2263
Abstract : 1566
PDF : 1035

Effect of Cyclic Stress Level and Overconsolidation Ratio on Permanent Deformation Behaviour of Clayey Subsoil

DOI : 10.28991/cej-03091113
Lei Sun
1772-1782
Abstract : 1298
PDF : 777

Influence of Emulsion Type and Moisture on the Stiffness of Stabilized Granular Soil

DOI : 10.28991/CEJ-2025-011-06-07
Alexandre S. de Medeiros , Marcelino A. V. da Silva
2282-2302
Abstract : 467
PDF : 145

Examining the Erosion Resistance of Cement-Bentonite Barriers: Effects of Confining Pressure and GGBS Content

DOI : 10.28991/CEJ-2025-011-06-08
Muhammad A. Walenna , Alexander Royal , Ian Jefferson , Gurmel Ghataora , Tri Harianto , Ardy Arsyad , Zarah A. Hanami
2303-2321
Abstract : 451
PDF : 105
1 - 16 of 16 items