Geotechnical Engineering Journal of the SEAGS & AGSSEA
Volume 31-40: 4th Decade (2000 – 2009)
Volume 31 – 2000
Analysis of Granular Pile-Mat System for Soils with Stiff Crust (Pages 1-16)
Application of Timoshenko Beam Theory to Modeling Geosynthetic-Reinforce Granular Base over Soft Ground (Pages 17-27)
Characterization of Asphalt Concrete for its Use as Landfill Liners (Pages 29-41)
Pullout and Direct Shear Resistance of Hexagonal Wire Mesh Reinforcement in Weathered Bangkok Clay (Pages 43-62)
Shear Wave Velocity and SPT-N Values of In-Situ Reclaimed Soil in West Taiwan (Pages 63-77)
Downdrag Settlement of a Single Floating Pile (Pages 83-90)
Undrained Shear Strength of the Singapore Marine Clay at Changi from In-Situ Tests (Pages 91-107)
Numerical Modeling of Prefabricated Vertical Drain (Pages 109-125)
Vibration Characteristics of Roads Constructed on Soft Clay (Pages 127-139)
Limit Equilibrium Analysis of the Cherry Hills Slide (Pages 141-150)
Strong Ground Motions Recorded in Indonesia (Pages 151-163)
Volume 31 No. 3 – December 2000
Characterization of Components of Shear Strength (Pages 165-170)
Measured and Predicted Axial Response of Piles with Diameter Discontinuities (Pages 171-191)
Parametric FE Analysis on the Behaviour of Bangkok Clay Underneath Test Embankment at Nong Ngoo Hao (Pages 193-208)
Behaviour of Granular Piles under Compressive and Tensile Loads (Pages 209-225)
Effect of Height and Diameter Ratio on Strength of Cement Stabilized Soft Bangkok Clay (Pages 227-239)
Volume 32 – 2001
Characterization of Residual Soils in Singapore
Segmental Unloading Point Method for Interpretation of Some Statnamic Tested Shafs
A Refined Elastic Visco-Plastic Model for Clayey Soils
Displacement of Pozzolanic Wastes on Strength Development of Compacted Clay
Undrained Shear Strength of the Singapore Marine Clay at Changi from In-Situ Tests
Evaluating Ageing Effects of Natural Clays
Dynamic Properties of Hydraulic Reclaimed Soil under Initial Shear Stress
A New Indirect Tensile Strength Measuring Device for Weak Rock
A Constitutive Model for Anisotropic and Small Strain Conditions
Determination of the Kern of a Spread Foundation
The Influence of Discontinuities in Rock Blasting
Volume 32 No. 3 – December 2001
Geotechnical Site Characterization on Engineering Properties of Bangkok Clay
Geological Approach to the Void Ratio of Aged Clay Based on Bjerrum's Hypothesis
Nonlinear Response of Single Concrete Piles
Isolated Strip Footing on Reinforced Sand
Loading Rate Effects on the Bearing Capacity of Shallow Footing on Clays
Volume 33 – 2002
Genetic Algorithm-Based Optimum Design of Piled Raft Foundations with Model Tests
3-D Deformation Analysis of Earth Pressure Balance Shield Tunnelling in Bangkok Subsoil
Shear Modulus Characterizaation of Bangkok Clay by In-Situ Tests and Borehole Data
A Review of Local Strain Measurement Systems for Triaxial Testing of Soils
Seismic Safety Aspects of Rural Dams for Irrigation and Water Supply
An Anisotropic Hardening Constitutive Model for the Nonlinear FE Analysis of Rapidly
Loading Rate Effects on the Bearing Capacity of Shallow Footings on Clays
Effects of Intermediate Principal Stress on the Displacement around Tunnels in Visco-Elastoplastic Rock
Stabilization of an Expansive Artificial Clay Mixture with C/F Type Fly Ash and Sand
Volume 33 No. 3 – December 2002
Statistical Analyses of RQD versus Initial Damage Relationship of Singapore Granite
Performance Evaluations of Landfill Cover Systems with Sludge Barriers
The Effect of Humic Acid and Salt Concentration in Ariake Clay on Its Stabilization
Blast Optimization in Quarries
Potential of Rock Flour for Use in Reinforced Soil Construction
A New Facility for Measurement of Earth Pressure At-rest
Hidden and Un-hidden Personalities and Development of Soft Clay Behaviour in Geotechnical Engineering
Volume 34 – 2003
Laterally Loaded Pile Bents in Marine Clay
Negative Skin Friction on Piles Due to Lowering of Groundwater Table
On Methods for Interpreting Bearing Capacity from a Pile Load Test
Quantative Evaluation of Corner Effect on Deformation Behavior of Multi-Strutted Deep Excavation in Bangkok Subsoil
Prediction of Pullout Capacity Using Hexagonal Wire Mesh Reinforcement and Sand Backfill
Volume 34 No. 3 – December 2003
Volume 35 – 2004
Volume 35 No. 3 – December 2004
Volume 36 – 2005
Pages 99-107
Pages 109-113
Pages 115-121
Pages 123-132
Pages 133-143
Pages 145-151
Volume 36 No. 3 – December 2005
Pages 157-164
Pages 165-172
Pages 173-183
Pages 185-193
Pages 195-201
Volume 37 No. 1 – April 2006
Volume 37 No. 2 – August 2006
Volume 37 No. 3 – December 2006
Volume 38 – 2007
Pages 1-7
Pages 8-15
Pages 16-23
Pages 24-32
Pages 33-36
Pages 37-50
Pages 51-56
Pages 57-64
Pages 65-78
Pages 79-86
Pages 87-94
Pages 95-103
Pages 105-109
Pages 111-116
Volume 38 No. 3 – December 2007
Pages 121-137
Pages 139-153
Pages 155-168
Pages 169-180
Pages 181-198
Pages 199-218
Pages 219-233
Pages 235-254
Pages 255-271
Pages 273-280
Volume 39 – 2008
Volume 39 No. 3 – September 2008
Volume 39 No. 4 – December 2008
Volume 40 – 2009
Pages 1-10
Pages 11-15
Pages 17-23
Pages 25-30
Pages 31-37
Volume 40 No. 3 – September 2009
Pages 145-159
Pages 161-169
Pages 171-183
Pages 185-192
Pages 193-199
Pages 201-208
Volume 40 No. 4 – December 2009
Pages 209-216
Pages 217-224
Pages 225-230
Pages 231-236
Pages 237-245
Pages 247-256
Published: 2022-04-22