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Prediction of Soil-Water Characteristic Curves of Four Subgrade Materials using a Modified Perera Model

DOI : 10.28991/CEJ-2023-09-06-03
Rokhaya Gueye , Makhaly Ba , Ibrahima Mbaye , Ida Bibalo Josiane Ki
1329-1343
Abstract : 803
PDF : 515

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 : 2477
PDF : 903

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 : 834
PDF : 457

Soil Reinforcement Model Test Using Timber Pile at Liquefaction Area

DOI : 10.28991/CEJ-2023-09-06-016
. Suyadi , Tri Harianto , A. Bakri Muhiddin , Ardy Arsyad
1509-1521
Abstract : 959
PDF : 602

FE Model of Low Grade Rubber for Modeling Housing's Low-Cost Rubber Base Isolators

DOI : 10.28991/cej-030966
Hidajat Sugihardjo , Tavio Tavio , Yudha Lesmana
24-45
Abstract : 1875
PDF : 989

Analysis of Rock Quarry Sand and Bottom Ash Reinforced by Randomly Distributed PET Rings

DOI : 10.28991/CEJ-2025-011-05-06
Jakub Stacho , Ivan Slávik , Monika Sulovska , Matus Kolenak
1807-1826
Abstract : 553
PDF : 181

Physical Model Test for Soft Soil With or Without Prefabricated Vertical Drain with Loading

DOI : 10.28991/cej-03091116
Dao Huu Do , Nguyen Thi Phuong Khue , Phan Khac Hai
1809-1823
Abstract : 1529
PDF : 674

Response of Skirted Foundations Resting on Dry Medium Dense Sand

DOI : 10.28991/cej-0309167
Lujain Haider , Haider M. Mekkiyah
1193-1205
Abstract : 1507
PDF : 701

A Study on the Mechanical Properties of Green Concrete

DOI : 10.28991/CEJ-2022-08-05-012
Kanmalai Williams , Balamuralikrishnan R. , Adams Joe , Shalin Prince
1011-1028
Abstract : 1201
PDF : 665

Bearing Capacity and Strength of Bacterial Soil Columns Full-Scale Tests

DOI : 10.28991/CEJ-2025-011-04-06
. Rokhman , Tri Harianto , Achmad B. Muhiddin , Ardy Arsyad
1353-1370
Abstract : 696
PDF : 223
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