Digital Object Identifier

121

10.14456/seagj.2013.20

10 ก.ค. 2567

Application of a constitutive model for swelling rock to tunnelling

122

10.14456/seagj.2013.19

10 ก.ค. 2567

Comparison of deep foundation systems using 3D finite element analysis employing different modeling techniques

123

10.14456/seagj.2013.18

10 ก.ค. 2567

A New Sampling Algorithm in Particle Fileter for Geotechnical Analysis

124

10.14456/seagj.2013.17

10 ก.ค. 2567

Numerical modeling of lateral response of long flexible piles in sand

125

10.14456/seagj.2013.16

10 ก.ค. 2567

Seismic Response of Gravity-Cantilever Retaining Wall Backfilled with Shredded Tire

126

10.14456/seagj.2013.15

10 ก.ค. 2567

Numerical Simulation of the Rainfall Infiltration on Unsaturated Soil Slope Considering a Seepage Flow

127

10.14456/seagj.2013.14

9 ก.ค. 2567

Current State of Knowledge on Thermal Consolidation using Prefabricated Vertical Drains

128

10.14456/seagj.2013.13

9 ก.ค. 2567

Design Method for Bearing Reinforcement Earth Wall

129

10.14456/seagj.2013.12

9 ก.ค. 2567

Recent Studies of Geosynthetic Tubes and Mattress: an overview

130

10.14456/seagj.2013.11

9 ก.ค. 2567

Deep Mixing Method in Japan

131

10.14456/seagj.2013.10

9 ก.ค. 2567

Jet Grouting Practice: an Overview

132

10.14456/seagj.2013.9

9 ก.ค. 2567

Current State of the Art in Vacuum Preloading for Stabilising Soft Soil

133

10.14456/seagj.2013.8

9 ก.ค. 2567

Reinforced Embankments on Soft Deposits: Behaviour, Analysis and Design

134

10.14456/seagj.2013.7

9 ก.ค. 2567

Simulations of PVD Improved Reconstituted Specimens with Surcharge, Vacuum and Heat Preloading using Axisymmetric and Equivalent Vertical Flow Conditions

135

10.14456/seagj.2013.6

9 ก.ค. 2567

Reassessment of Long-Term Performance of Geogrids by Considering Mutual Interaction among Reduction Factors

136

10.14456/seagj.2013.5

9 ก.ค. 2567

Design and Performance of Soft Ground Improvement Using PVD with and without Vacuum Consolidation

137

10.14456/seagj.2013.4

9 ก.ค. 2567

Electrical Vertical Drains in Geotechnical Engineering Applications

138

10.14456/seagj.2013.3

9 ก.ค. 2567

Geocell-Reinforced Granular Fill under Static and Cyclic Loading: A Synthesis of Analysis

139

10.14456/seagj.2013.2

9 ก.ค. 2567

Behaviour of Geogrid Reinforced Abutments on Soft Soil

140

10.14456/seagj.2013.1

9 ก.ค. 2567

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

141

10.14456/seagj.2014.51

5 ก.ค. 2567

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

142

10.14456/seagj.2014.50

5 ก.ค. 2567

Stone Columns Field Test: Monitoring Data and Numerical Analyses

143

10.14456/seagj.2014.49

5 ก.ค. 2567

Cement Stabilization for Pavement Material in Thailand

144

10.14456/seagj.2014.48

5 ก.ค. 2567

Quickness Test Approach for Assessment of Flow Slide Potentials

145

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

146

10.14456/seagj.2014.46

5 ก.ค. 2567

Mechanical Properties of Polyurethane-Stabilized Ballast

147

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

148

10.14456/seagj.2014.44

5 ก.ค. 2567

Maintenance Model for Railway Substructure

149

10.14456/seagj.2014.43

5 ก.ค. 2567

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

150

10.14456/seagj.2014.42

5 ก.ค. 2567

Railway Track Transition Dynamics and Reinforcement Using Polyurethane GeoComposites

151

10.14456/seagj.2014.41

5 ก.ค. 2567

Enhancement of Rail Track Performance through Utilisation of Geosynthetic Inclusion

152

10.14456/seagj.2014.40

5 ก.ค. 2567

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

153

10.14456/seagj.2014.39

4 ก.ค. 2567

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

154

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

155

10.14456/seagj.2014.37

4 ก.ค. 2567

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

156

10.14456/seagj.2014.36

4 ก.ค. 2567

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

157

10.14456/seagj.2014.35

4 ก.ค. 2567

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

158

10.14456/seagj.2014.34

4 ก.ค. 2567

Case Studies on Response of Laterally Loaded Nonlinear Piles

159

10.14456/seagj.2014.33

4 ก.ค. 2567

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

160

10.14456/seagj.2014.32

4 ก.ค. 2567

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