Digital Object Identifier

201

10.14456/seagj.2014.16

2 ก.ค. 2567

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

202

10.14456/seagj.2014.15

2 ก.ค. 2567

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

203

10.14456/seagj.2014.14

2 ก.ค. 2567

Centrifuge Modelling of Improved Ground

204

10.14456/seagj.2014.13

1 ก.ค. 2567

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

205

10.14456/seagj.2014.12

1 ก.ค. 2567

Tsunami-Seabed-Structure Interaction from Geotechnical and Hydrodynamic Perspectives

206

10.14456/seagj.2014.11

1 ก.ค. 2567

Restoration Method of Artificial Tidal Flat by Use of Pressure Injection of Slurry Dredge Clay

207

10.14456/seagj.2014.10

1 ก.ค. 2567

Eulerian Finite Element Analysis for Uplift Capacity of Circular Plate Anchors in Normally Consolidated Clay

208

10.14456/seagj.2014.9

1 ก.ค. 2567

Centrifuge Modelling of the Seismic Responses of a Gently Sloped Liquefiable Sand Deposit Confined within Parallel Walls

209

10.14456/seagj.2014.8

1 ก.ค. 2567

Compressibility as an Indicator of Liquefaction Potential

210

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

211

10.14456/seagj.2014.6

1 ก.ค. 2567

Predicting Spudcan Extraction Resistance in Soft Clay

212

10.14456/seagj.2014.5

1 ก.ค. 2567

A Model for Predicting Pipeline Sinkage Induced by Tunnel Scour

213

10.14456/seagj.2014.4

1 ก.ค. 2567

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

214

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

215

10.14456/seagj.2014.2

1 ก.ค. 2567

EulerianLagrangian Modeling of Current-Induced Coastal Sand Dune Migration

216

10.14456/seagj.2014.1

1 ก.ค. 2567

Recent Advances in Seabed Liquefaction and Its Implications for Marine Structures

217

10.14456/seagj.2024.14

30 มิ.ย. 2567

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

218

10.14456/seagj.2024.13

30 มิ.ย. 2567

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

219

10.14456/seagj.2024.12

30 มิ.ย. 2567

Test Equipment and Application of Gas Permeation Characteristic of MSW

220

10.14456/seagj.2024.11

30 มิ.ย. 2567

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

221

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

222

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

223

10.14456/seagj.2015.62

27 มิ.ย. 2567

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

224

10.14456/seagj.2015.61

27 มิ.ย. 2567

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

225

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

226

10.14456/seagj.2015.59

27 มิ.ย. 2567

Evaluation of Strength of Soft Ground Improved by Vacuum Consolidation

227

10.14456/seagj.2015.58

27 มิ.ย. 2567

Structured Cam Clay Model with Cementation Effect

228

10.14456/seagj.2015.57

27 มิ.ย. 2567

A Review on Design of Pile Foundations in Bangkok

229

10.14456/seagj.2015.56

27 มิ.ย. 2567

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

230

10.14456/seagj.2015.55

27 มิ.ย. 2567

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

231

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

232

10.14456/seagj.2015.53

27 มิ.ย. 2567

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

233

10.14456/seagj.2015.52

27 มิ.ย. 2567

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

234

10.14456/seagj.2015.51

27 มิ.ย. 2567

Calcium Carbide Residue A Cementing Agent for Sustainable Soil Stabilization

235

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

236

10.14456/seagj.2015.49

27 มิ.ย. 2567

Settlement due to Consolidation

237

10.14456/seagj.2015.48

26 มิ.ย. 2567

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

238

10.14456/seagj.2015.47

26 มิ.ย. 2567

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

239

10.14456/seagj.2015.46

26 มิ.ย. 2567

Reliability-Based Design of Proof Load Test Programs for Foundations

240

10.14456/seagj.2015.45

26 มิ.ย. 2567

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