วารสาร: Southeast Asian Geotechnical Society and Association of Geotechnical Societies in Southeast Asia (seagj)
ผลลัพธ์:  710
เรียงข้อมูลโดย:  
81
7 ส.ค. 2567
Behavioural Patterns of Fine Sands
82
7 ส.ค. 2567
Effect of Boundary Conditions on Shear Banding in True Triaxial Tests on Sand
83
7 ส.ค. 2567
The Strength Anisotropy of a Residual Soil in Singapore
84
7 ส.ค. 2567
Dilation and Stability of Sand in Triaxial Tests
85
27 ก.ค. 2567
Some Mining Applications Of Unsaturated Soil Mechanics
86
27 ก.ค. 2567
Climate Change And The Role Of Unsaturated Soil Mechanics
87
27 ก.ค. 2567
The Development Of Unsaturated Soil Mechanics At Imperial College, London
88
27 ก.ค. 2567
Unsaturated Soil Mechanics For Slope Stabilization
89
27 ก.ค. 2567
Measurements Of Shrinkage Induced Pressure (Sip) In Unsaturated Expansive Clays
90
27 ก.ค. 2567
In-Situ And Laboratory Investigations Of Stress-Dependent Permeability Function And SDSWCC From An Unsaturated Soil Slope
91
27 ก.ค. 2567
Calculation Of Heave Of Deep Pier Foundations
92
27 ก.ค. 2567
Some Applications Of Unsaturated Soil Mechanics In Thailand: An Appropriate Technology Approach
93
23 ก.ค. 2567
Monitoring on Earthquake Induced Landslide A Case Study in Northwest Chengdu, China
94
23 ก.ค. 2567
Geotechnical Hazards with Emphasis on Seismically-Combined Effects on Slopes
95
23 ก.ค. 2567
Development of Potential Map for Landslides Induced by the Chi-Chi Earthquake Using Instability Index
96
23 ก.ค. 2567
Overview of the Geotechnical Damages and the Technical Problems Posed after the 2011 off the Pacific Coast of Tohoku Earthquake
97
23 ก.ค. 2567
Characteristics of Slope Failures During Natural Disasters Considering Geographical Features and Groundwater Level: Case Study of the Chuetsu Region of Niigata, Japan
98
23 ก.ค. 2567
Effects of Anisotropic Consolidation and Stress Reversal on the Liquefaction Resistance of Sands and Silty Sands
99
23 ก.ค. 2567
A Real-time Prediction Method for Regional Rainfall-induced Geohazards in Post-earthquake Region of Wenchuan Earthquake
100
23 ก.ค. 2567
Numerical Simulation of Seismic Slope Stability Analysis based on Tension-Shear Failure Mechanism
101
23 ก.ค. 2567
Analysis of Soil Liquefaction during the Recent Canterbury (New Zealand) Earthquakes
102
23 ก.ค. 2567
Proposed Changes to the Geotechnical Earthquake Engineering Provisions of the Bangladesh National Building Code
103
20 ก.ค. 2567
The Use of Geosynthetics in Major Metropolitan Landfills in Perth, WA Two Case Studies
104
20 ก.ค. 2567
Geosynthetic Lining System for Modern Waste Facilities Experiences in Developing Asia
105
20 ก.ค. 2567
Effect of differential settlements on the sealing efficiency of GCLs compared to CCLs: Centrifuge Study
106
20 ก.ค. 2567
Effect of Settlement rate and Geogrid reinforcement on the Deformation Behaviour of Soil barriers of Landfill Covers: Centrifuge Study
107
20 ก.ค. 2567
Improvement on the Performance of Geosynthetic Clay Liners Using Polymer Modified Bentonite
108
20 ก.ค. 2567
Evaluation of mineral barriers against acid rock drainage
109
20 ก.ค. 2567
Shear-Induced Geomembrane Damage due to Gravel in Underlying Compacted Clay
110
20 ก.ค. 2567
Diffusion of phenolic compounds through an HDPE geomembrane
111
20 ก.ค. 2567
Wrinkling of a Geomembrane on a Compacted Clay Liner on a Slope
112
20 ก.ค. 2567
Waste/Lining System Interaction: Implications for Landfill Design and Performance
113
15 ก.ค. 2567
Rate effect on cone penetration test in sand
114
15 ก.ค. 2567
In situ measurement of hydraulic conductivity of saturated soils
115
15 ก.ค. 2567
Understanding the stiffness of soils in Singapore from pressuremeter testing
116
15 ก.ค. 2567
In situ testing of peat a review and update on recent developments
117
15 ก.ค. 2567
Frequent-interval SDMT and continuous SCPTu for detailed shear wave velocity profiling in soils
118
15 ก.ค. 2567
Field response of push-in earth pressure cells for instrumentation and site characterization of soils
119
15 ก.ค. 2567
Characterisation of quick clay at Dragvoll, Trondheim, Norway
120
15 ก.ค. 2567
Evaluation of existing CPT correlations in silt
710
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