Search

Advanced filters
1 - 14 of 14 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 : 629
PDF : 251

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 : 793
PDF : 535

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 : 716
PDF : 464

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 : 690
PDF : 499

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 : 808
PDF : 545

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 : 830
PDF : 484

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 : 1249
PDF : 664

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 : 2476
PDF : 899

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 : 549
PDF : 312

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 : 907
PDF : 640

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 : 1149
PDF : 781

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 : 841
PDF : 489

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 : 1478
PDF : 946

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 : 1230
PDF : 710
1 - 14 of 14 items