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1 - 9 of 9 items

Utilization of Sand Cushion for Stabilization of Peat Layer Considering Dynamic Response of Compaction

DOI : 10.28991/CEJ-2024-010-04-011
Ali Basha , Waseim Azzam , Mohamed Elsiragy
1182-1195
Abstract : 1060
PDF : 480

Model Test of the Pull-up Capacity of Folding Type Ground Anchors in Cohesive Soil

DOI : 10.28991/CEJ-2022-08-09-07
Muhammad I. Maming , A. R. Djamaluddin , Tri Harianto , Achmad B. Muhiddin
1846-1856
Abstract : 828
PDF : 456

Comparison of Single and Group Jet Grouting Columns Capacity Based on Field Load Test and Theoretical Methods

DOI : 10.28991/cej-2019-03091337
Ali M. Al-Kinani , Mahmood D. Ahmed
1353-1366
Abstract : 1308
PDF : 1015

A Formula for Predicting Primary Settlement of Tropical Highly Organic Soil and Peat in the Field

DOI : 10.28991/CEJ-2024-010-11-03
Ayu Prativi , Noor Endah Mochtar , Indrasurya B. Mochtar
3493-3507
Abstract : 569
PDF : 251

Asphalt Elasticity Modulus Comparison Using Modified Laboratory LWD Against UMMATA Method

DOI : 10.28991/CEJ-2022-08-06-012
Lucky Caroles
1257-1267
Abstract : 1113
PDF : 591

The Behavior of Dredged Soil-Shredded Rubber Embankment Stabilized with Natural Minerals as a Road Foundation Layer

DOI : 10.28991/CEJ-2023-09-05-016
Komang A. Utama , Tri Harianto , A. B. Muhiddin , Ardy Arsyad
1256-1270
Abstract : 873
PDF : 546

Shear Behavior of Reinforced Concrete Inverted-T Deep Beam

DOI : 10.28991/CEJ-2023-09-05-04
Hoda Shousha , Rasha T. S. Mabrouk , Akram Torkey
1059-1084
Abstract : 961
PDF : 616

Performance of Subbase Layer with Geogrid Reinforcement and Zeolite-Waterglass Stabilization

DOI : 10.28991/CEJ-2022-08-02-05
Tri Harianto
251-262
Abstract : 1412
PDF : 773

Seismic Risk Assessment and Rehabilitation Method of Existing RCC Structures Using Micro Concrete

DOI : 10.28991/CEJ-2023-09-12-04
Jijing Yin , Debao Tang , Ting Chen , Yang Yang , Ling Ju , Yu Wan , Junpeng Ma , Xianqiang Yue
3008-3018
Abstract : 710
PDF : 520
1 - 9 of 9 items