สำนักพิมพ์: Southeast Asian Geotechnical Society
ผลลัพธ์:  705
เรียงข้อมูลโดย:  
81
27 ก.ค. 2567
Climate Change And The Role Of Unsaturated Soil Mechanics
82
27 ก.ค. 2567
The Development Of Unsaturated Soil Mechanics At Imperial College, London
83
27 ก.ค. 2567
Unsaturated Soil Mechanics For Slope Stabilization
84
27 ก.ค. 2567
Measurements Of Shrinkage Induced Pressure (Sip) In Unsaturated Expansive Clays
85
27 ก.ค. 2567
In-Situ And Laboratory Investigations Of Stress-Dependent Permeability Function And SDSWCC From An Unsaturated Soil Slope
86
27 ก.ค. 2567
Calculation Of Heave Of Deep Pier Foundations
87
27 ก.ค. 2567
Some Applications Of Unsaturated Soil Mechanics In Thailand: An Appropriate Technology Approach
88
23 ก.ค. 2567
Monitoring on Earthquake Induced Landslide A Case Study in Northwest Chengdu, China
89
23 ก.ค. 2567
Geotechnical Hazards with Emphasis on Seismically-Combined Effects on Slopes
90
23 ก.ค. 2567
Development of Potential Map for Landslides Induced by the Chi-Chi Earthquake Using Instability Index
91
23 ก.ค. 2567
Overview of the Geotechnical Damages and the Technical Problems Posed after the 2011 off the Pacific Coast of Tohoku Earthquake
92
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
93
23 ก.ค. 2567
Effects of Anisotropic Consolidation and Stress Reversal on the Liquefaction Resistance of Sands and Silty Sands
94
23 ก.ค. 2567
A Real-time Prediction Method for Regional Rainfall-induced Geohazards in Post-earthquake Region of Wenchuan Earthquake
95
23 ก.ค. 2567
Numerical Simulation of Seismic Slope Stability Analysis based on Tension-Shear Failure Mechanism
96
23 ก.ค. 2567
Analysis of Soil Liquefaction during the Recent Canterbury (New Zealand) Earthquakes
97
23 ก.ค. 2567
Proposed Changes to the Geotechnical Earthquake Engineering Provisions of the Bangladesh National Building Code
98
20 ก.ค. 2567
The Use of Geosynthetics in Major Metropolitan Landfills in Perth, WA Two Case Studies
99
20 ก.ค. 2567
Geosynthetic Lining System for Modern Waste Facilities Experiences in Developing Asia
100
20 ก.ค. 2567
Effect of differential settlements on the sealing efficiency of GCLs compared to CCLs: Centrifuge Study
101
20 ก.ค. 2567
Effect of Settlement rate and Geogrid reinforcement on the Deformation Behaviour of Soil barriers of Landfill Covers: Centrifuge Study
102
20 ก.ค. 2567
Improvement on the Performance of Geosynthetic Clay Liners Using Polymer Modified Bentonite
103
20 ก.ค. 2567
Evaluation of mineral barriers against acid rock drainage
104
20 ก.ค. 2567
Shear-Induced Geomembrane Damage due to Gravel in Underlying Compacted Clay
105
20 ก.ค. 2567
Diffusion of phenolic compounds through an HDPE geomembrane
106
20 ก.ค. 2567
Wrinkling of a Geomembrane on a Compacted Clay Liner on a Slope
107
20 ก.ค. 2567
Waste/Lining System Interaction: Implications for Landfill Design and Performance
108
15 ก.ค. 2567
Rate effect on cone penetration test in sand
109
15 ก.ค. 2567
In situ measurement of hydraulic conductivity of saturated soils
110
15 ก.ค. 2567
Understanding the stiffness of soils in Singapore from pressuremeter testing
111
15 ก.ค. 2567
In situ testing of peat a review and update on recent developments
112
15 ก.ค. 2567
Frequent-interval SDMT and continuous SCPTu for detailed shear wave velocity profiling in soils
113
15 ก.ค. 2567
Field response of push-in earth pressure cells for instrumentation and site characterization of soils
114
15 ก.ค. 2567
Characterisation of quick clay at Dragvoll, Trondheim, Norway
115
15 ก.ค. 2567
Evaluation of existing CPT correlations in silt
116
12 ก.ค. 2567
Mechanistic-Empirical Pavement Design: A Brief Overview
117
12 ก.ค. 2567
In-situ monitoring of internal displacements by FBG sensors and slope stability analysis under rainfall infiltration
118
12 ก.ค. 2567
Tunneling Induced Deformation of a Historic Building in Shanghai
119
12 ก.ค. 2567
Finite Element Analysis of Ground Behaviour due to Box-jacking Tunnel Work
120
12 ก.ค. 2567
Study of Joint Effect on Pipe in Pipe Jacking Method
705
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