Digital Object Identifier

161

10.14456/seagj.2013.1

9 ก.ค. 2567

Behaviour of Clay Subjecting to Vacuum and Surcharge Loading in an Oedometer

162

10.14456/seagj.2014.51

5 ก.ค. 2567

Technical Note: Numerical Analysis of Response of Geocell Confined Flexible Pavement

163

10.14456/seagj.2014.50

5 ก.ค. 2567

Stone Columns Field Test: Monitoring Data and Numerical Analyses

164

10.14456/seagj.2014.49

5 ก.ค. 2567

Cement Stabilization for Pavement Material in Thailand

165

10.14456/seagj.2014.48

5 ก.ค. 2567

Quickness Test Approach for Assessment of Flow Slide Potentials

166

10.14456/seagj.2014.47

5 ก.ค. 2567

Dependency of Cyclic Plastic Deformation Characteristics of Unsaturated Recycled Base Course Material on Principal Stress Axis Rotation

167

10.14456/seagj.2014.46

5 ก.ค. 2567

Mechanical Properties of Polyurethane-Stabilized Ballast

168

10.14456/seagj.2014.45

5 ก.ค. 2567

Dynamic Behaviour of Railway Ballasted Track Structures in Shaking Table Tests and Seismic Resistant Performance Evaluation in Japan

169

10.14456/seagj.2014.44

5 ก.ค. 2567

Maintenance Model for Railway Substructure

170

10.14456/seagj.2014.43

5 ก.ค. 2567

How to Overcome Geotechnical Challenges in Implementing High Speed Rail Systems in Australia

171

10.14456/seagj.2014.42

5 ก.ค. 2567

Railway Track Transition Dynamics and Reinforcement Using Polyurethane GeoComposites

172

10.14456/seagj.2014.41

5 ก.ค. 2567

Enhancement of Rail Track Performance through Utilisation of Geosynthetic Inclusion

173

10.14456/seagj.2014.40

5 ก.ค. 2567

Geosynthetic-Reinforced Soil Structures for Railways: Twenty Five Year Experiences in Japan

174

10.14456/seagj.2014.39

4 ก.ค. 2567

Deep Foundation Systems for High-rise Buildings in Difficult Soil Conditions

175

10.14456/seagj.2014.38

4 ก.ค. 2567

Numerical Study on the Bearing Behaviour of Pile Groups Subjected to Lateral Pressure due to Soil Movements

176

10.14456/seagj.2014.37

4 ก.ค. 2567

Model Loading Tests on Bearing Behaviour of a Group Pile and Ground Deformation in Sand

177

10.14456/seagj.2014.36

4 ก.ค. 2567

Shaking Table Test on Superstructure-foundation-Ground System in Liquefiable Soil and Its Numerical Verification

178

10.14456/seagj.2014.35

4 ก.ค. 2567

Numerical Analysis of the Effect of Pile Tip Shape on Soil Behaviour Around Pile

179

10.14456/seagj.2014.34

4 ก.ค. 2567

Case Studies on Response of Laterally Loaded Nonlinear Piles

180

10.14456/seagj.2014.33

4 ก.ค. 2567

Seismic PBD of Piles from Monte Carlo Simulation Using EQWEAP Analysis with Weighted Intensities

181

10.14456/seagj.2014.32

4 ก.ค. 2567

Axial Bearing Behaviour of a Model Pile in Sand Under Multiple Static Cycles

182

10.14456/seagj.2014.31

4 ก.ค. 2567

Static Cyclic Load Tests on Model Foundations in Dry Sand

183

10.14456/seagj.2014.30

4 ก.ค. 2567

Performance of Piled Raft Foundation Subjected to Strong Seismic Motion

184

10.14456/seagj.2014.29

4 ก.ค. 2567

Numerical Studies on Dynamic Load Testing of an Open-ended Pipe Pile and a Case Study

185

10.14456/seagj.2014.28

4 ก.ค. 2567

Numerical Simulation of an Energy Pile Using Thermo-Hydro-Mechanical Coupling and a Visco-Hypoplastic Model

186

10.14456/seagj.2014.27

4 ก.ค. 2567

Numerical Investigation of Passive Loads on Piles in Soft Soils

187

10.14456/seagj.2014.26

2 ก.ค. 2567

Seismic Response of Geosynthetic Reinforced Earth Embankment by Centrifuge Shaking Table Tests

188

10.14456/seagj.2014.25

2 ก.ค. 2567

Estimating Side Resistance of Bored Pile in Residual Soils

189

10.14456/seagj.2014.24

2 ก.ค. 2567

Mechanical Behavior of Energy Piles in Dry Sand

190

10.14456/seagj.2014.23

2 ก.ค. 2567

Bulk Compression of Dredged Soils by Vacuum Consolidation Method Using Horizontal Drains

191

10.14456/seagj.2014.22

2 ก.ค. 2567

Challenging Construction Projects Related to Urban Tunnels

192

10.14456/seagj.2014.21

2 ก.ค. 2567

Comparison Between Design Methods Applied to Segmental Tunnel Linings

193

10.14456/seagj.2014.20

2 ก.ค. 2567

A Novel Mobile Information System for Risk Management of Adjacent Buildings in Urban Underground Construction

194

10.14456/seagj.2014.19

2 ก.ค. 2567

Field Scale Tests for Determination of Pullout Capacity of Suction Pile Anchors Under Varying Loading Conditions

195

10.14456/seagj.2014.18

2 ก.ค. 2567

Performance of Rail Embankments Constructed with Coal Ash as a Structural Fill Material: Centrifuge Study

196

10.14456/seagj.2014.17

2 ก.ค. 2567

Verification of the Generalized Scaling Law for Flat Layered Sand Deposit

197

10.14456/seagj.2014.16

2 ก.ค. 2567

Run-out of Sensitive Clay Debris: Significance of the Flow Behavior of Sensitive Clays

198

10.14456/seagj.2014.15

2 ก.ค. 2567

Simulation of Soil Movement in Geotechnical Centrifuge Testing Deep Excavations, Tunnelling, Deposit

199

10.14456/seagj.2014.14

2 ก.ค. 2567

Centrifuge Modelling of Improved Ground

200

10.14456/seagj.2014.13

1 ก.ค. 2567

Feature Storey on "Challenges in the Design of Tall Building Foundations"