วารสาร: Southeast Asian Geotechnical Society and Association of Geotechnical Societies in Southeast Asia (seagj)
ผลลัพธ์:  689
เรียงข้อมูลโดย:  
81
23 ก.ค. 2567
Proposed Changes to the Geotechnical Earthquake Engineering Provisions of the Bangladesh National Building Code
82
20 ก.ค. 2567
The Use of Geosynthetics in Major Metropolitan Landfills in Perth, WA Two Case Studies
83
20 ก.ค. 2567
Geosynthetic Lining System for Modern Waste Facilities Experiences in Developing Asia
84
20 ก.ค. 2567
Effect of differential settlements on the sealing efficiency of GCLs compared to CCLs: Centrifuge Study
85
20 ก.ค. 2567
Effect of Settlement rate and Geogrid reinforcement on the Deformation Behaviour of Soil barriers of Landfill Covers: Centrifuge Study
86
20 ก.ค. 2567
Improvement on the Performance of Geosynthetic Clay Liners Using Polymer Modified Bentonite
87
20 ก.ค. 2567
Evaluation of mineral barriers against acid rock drainage
88
20 ก.ค. 2567
Shear-Induced Geomembrane Damage due to Gravel in Underlying Compacted Clay
89
20 ก.ค. 2567
Diffusion of phenolic compounds through an HDPE geomembrane
90
20 ก.ค. 2567
Wrinkling of a Geomembrane on a Compacted Clay Liner on a Slope
91
20 ก.ค. 2567
Waste/Lining System Interaction: Implications for Landfill Design and Performance
92
15 ก.ค. 2567
Rate effect on cone penetration test in sand
93
15 ก.ค. 2567
In situ measurement of hydraulic conductivity of saturated soils
94
15 ก.ค. 2567
Understanding the stiffness of soils in Singapore from pressuremeter testing
95
15 ก.ค. 2567
In situ testing of peat a review and update on recent developments
96
15 ก.ค. 2567
Frequent-interval SDMT and continuous SCPTu for detailed shear wave velocity profiling in soils
97
15 ก.ค. 2567
Field response of push-in earth pressure cells for instrumentation and site characterization of soils
98
15 ก.ค. 2567
Characterisation of quick clay at Dragvoll, Trondheim, Norway
99
15 ก.ค. 2567
Evaluation of existing CPT correlations in silt
100
12 ก.ค. 2567
Mechanistic-Empirical Pavement Design: A Brief Overview
101
12 ก.ค. 2567
In-situ monitoring of internal displacements by FBG sensors and slope stability analysis under rainfall infiltration
102
12 ก.ค. 2567
Tunneling Induced Deformation of a Historic Building in Shanghai
103
12 ก.ค. 2567
Finite Element Analysis of Ground Behaviour due to Box-jacking Tunnel Work
104
12 ก.ค. 2567
Study of Joint Effect on Pipe in Pipe Jacking Method
105
12 ก.ค. 2567
Small strain behavior of sand under various stress paths considering anisotropic initial stress state
106
12 ก.ค. 2567
Compaction Curve with Consideration of Time and Temperature Effects for Mudstones
107
12 ก.ค. 2567
Estimating Wetting-induced Settlement of Compacted Soils using Oedometer Test
108
12 ก.ค. 2567
Lime Stabilisation of Organic Clay and the Effects of Humic Acid Content
109
12 ก.ค. 2567
Effects of Consolidation and Specimen Disturbance on Strengths of Taipei Clays
110
12 ก.ค. 2567
Some factors affecting deep excavation in clay over gassy bedrock
111
11 ก.ค. 2567
Modelling viscous effects during and after construction in London Clay
112
11 ก.ค. 2567
Modeling and bending test simulations of cement treated soil
113
11 ก.ค. 2567
X-ray CT imaging of 3-D bearing capacity mechanism for vertically loaded shallow foundations
114
11 ก.ค. 2567
1-G model test with digital image analysis for seismic behavior of earth dam
115
11 ก.ค. 2567
A density-and stress-dependent elasto-plastic model for sands subjected to monotonic undrained torsional shear loading
116
11 ก.ค. 2567
Relation between seepage force and velocity of sand particles during sand boiling
117
11 ก.ค. 2567
Soil-water-air coupled finite element analysis of model test on slope failure in unsaturated soil
118
10 ก.ค. 2567
Influence of brittle property of cement treated soil on undrained bearing capacity characteristics of the ground
119
10 ก.ค. 2567
Random Wave-Induced Seabed Responses around Breakwater Heads
120
10 ก.ค. 2567
Finite element modelling of seismic liquefaction in soils
689
/
18
ย้อนกลับ
DOI Smart-Search
สวัสดีค่ะ ยินดีให้บริการสอบถาม และสืบค้นข้อมูลตัวระบุวัตถุดิจิทัล (ดีโอไอ) สำนักการวิจัยแห่งชาติ (วช.) ค่ะ