Digital Object Identifier

201

10.14456/seagj.2014.7

1 ก.ค. 2567

FE Procedure for Foundation design of Offshore Structures Applied to Study a Potential OWT Monopile Foundation in the Korean Western Sea

202

10.14456/seagj.2014.6

1 ก.ค. 2567

Predicting Spudcan Extraction Resistance in Soft Clay

203

10.14456/seagj.2014.5

1 ก.ค. 2567

A Model for Predicting Pipeline Sinkage Induced by Tunnel Scour

204

10.14456/seagj.2014.4

1 ก.ค. 2567

Cyclic Pore Pressure Generation in Silty Soils under the Action of Combined Waves and Current

205

10.14456/seagj.2014.3

1 ก.ค. 2567

Numerical Study of the Penetration Mechanism and Kinematic Behaviour of Drag Anchors Using a Coupled Eulerian-Lagrangian Approach

206

10.14456/seagj.2014.2

1 ก.ค. 2567

EulerianLagrangian Modeling of Current-Induced Coastal Sand Dune Migration

207

10.14456/seagj.2014.1

1 ก.ค. 2567

Recent Advances in Seabed Liquefaction and Its Implications for Marine Structures

208

10.14456/seagj.2024.14

30 มิ.ย. 2567

A Systematic Review on Slope Stability and Deformation Analysis Subjected to Rainfall and Earthquake

209

10.14456/seagj.2024.13

30 มิ.ย. 2567

Mechanical Properties of Soft Clay Soil Improved with Nanomaterials and Chitosan Biopolymer

210

10.14456/seagj.2024.12

30 มิ.ย. 2567

Test Equipment and Application of Gas Permeation Characteristic of MSW

211

10.14456/seagj.2024.11

30 มิ.ย. 2567

Optimizing Soil Characterization with Automated Pressuremeter SoftwareIntegration for the Pencel Pressuremeter in In-situ Testing

212

10.14456/seagj.2024.10

30 มิ.ย. 2567

Updating the Background Seismicity Catalog in the Surabaya Area using USGS PSHA with a 2475-Year Return Period Study

213

10.14456/seagj.2024.9

30 มิ.ย. 2567

Influence of Initial Water Content and Water-to-Cement-Ratio on the Strength and Suction Characteristics of Cement-Stabilized Sediments from Drainage Canal

214

10.14456/seagj.2015.62

27 มิ.ย. 2567

Investigation of Shrinkage and Swelling Behaviour of Expansive/Non-Expansive Clay Mixtures

215

10.14456/seagj.2015.61

27 มิ.ย. 2567

Numerical Analyses of Piled Raft Foundation in Soft Soil Using 3D-FEM

216

10.14456/seagj.2015.60

27 มิ.ย. 2567

Chemical Stabilization of Loess in Northeast Thailand Using the Mixture of Calcined Marble Dust Waste and Sugarcane Bagasse Ash Waste

217

10.14456/seagj.2015.59

27 มิ.ย. 2567

Evaluation of Strength of Soft Ground Improved by Vacuum Consolidation

218

10.14456/seagj.2015.58

27 มิ.ย. 2567

Structured Cam Clay Model with Cementation Effect

219

10.14456/seagj.2015.57

27 มิ.ย. 2567

A Review on Design of Pile Foundations in Bangkok

220

10.14456/seagj.2015.56

27 มิ.ย. 2567

Undrained Shear Strength of Very Soft to Medium Stiff Bangkok Clay from Various Laboratory Tests

221

10.14456/seagj.2015.55

27 มิ.ย. 2567

Evaluation of the Hydraulic Conductivity of Clayey Soil Mixed with Calcium-Bentonite Using Odeometer Tests

222

10.14456/seagj.2015.54

27 มิ.ย. 2567

Slope Stability and Pore-Water Pressure Regime in Response to Rainfall: A Case Study of Granitic Fill Slope in Northern Thailand

223

10.14456/seagj.2015.53

27 มิ.ย. 2567

Laboratory Investigation of Hot Mix Asphalt Behaviour for Mechanistic-Empirical Pavement Design in Tropical Countries

224

10.14456/seagj.2015.52

27 มิ.ย. 2567

Soil Parameter Optimization of the NGI-ADP Constitutive Model for Bangkok Soft Clay

225

10.14456/seagj.2015.51

27 มิ.ย. 2567

Calcium Carbide Residue A Cementing Agent for Sustainable Soil Stabilization

226

10.14456/seagj.2015.50

27 มิ.ย. 2567

A Simulation of Surface Runoff and Infiltration due to Torrential Rainfall Based on Field Monitoring Results at a Slope Comprising Weathered Granite

227

10.14456/seagj.2015.49

27 มิ.ย. 2567

Settlement due to Consolidation

228

10.14456/seagj.2015.48

26 มิ.ย. 2567

SPECIAL FEATURE STORY ON "Liquefaction Problems in the 21st Century"

229

10.14456/seagj.2015.47

26 มิ.ย. 2567

Probabilistic Approaches for Ultimate Resistance of Drilled Shafts in Sands Considering Spatial Variability

230

10.14456/seagj.2015.46

26 มิ.ย. 2567

Reliability-Based Design of Proof Load Test Programs for Foundations

231

10.14456/seagj.2015.45

26 มิ.ย. 2567

Effects of Toe Grouting on Axial Performance of Drilled Shafts Socket in Intermediate Geomaterial

232

10.14456/seagj.2015.44

26 มิ.ย. 2567

The Response of A "Plug" in An Open-Toe Pipe Pile

233

10.14456/seagj.2015.43

26 มิ.ย. 2567

Case Study of Dynamic Responses of a Single Pile Foundation Installed in Coal Ash Landfills using Effective Stress Analysis and EQWEAP

234

10.14456/seagj.2015.42

26 มิ.ย. 2567

Deep Barrette Pile Capacity with Aging Effect

235

10.14456/seagj.2015.41

26 มิ.ย. 2567

Analysis of Results of an Instrumented Bidirectional-Cell Test

236

10.14456/seagj.2015.40

26 มิ.ย. 2567

Engineering Assessment of Ground Vibrations Caused by Impact Pile Driving

237

10.14456/seagj.2015.39

26 มิ.ย. 2567

Applicability of Simple Method to Piled Raft Analysis in Comparison With Field Measurements

238

10.14456/seagj.2015.38

26 มิ.ย. 2567

Lateral Loading Tests on Piled Rafts and Simplified Method to Evaluate Sectional Forces of Piles

239

10.14456/seagj.2015.37

26 มิ.ย. 2567

Elastic Continuum Solution of Stacked Pile Model For Axial Load-Displacement Analysis

240

10.14456/seagj.2015.36

26 มิ.ย. 2567

Operational Soil Stiffness From Back-Analysis of Pile Load Tests Within Elastic Continuum Framework