-
1
-
Bearing Capacity of Shallow Strip Foundation on Granular Soil Under Eccentric, Inclined and Eccentrically Inclined Loading—A Review
-
2
-
Static and Dynamic Behavior of Shallow Foundation Reinforced by Honey Cell Modular Block
-
3
-
The “Site Recognition Challenge” in Data-Driven Site Characterization
-
4
-
New Tool for the Measurement of Soils’ Shear Strength
-
5
-
Apparatus Design and Measuring of Apparent Swelling Pressure of Compacted Bentonite
-
6
-
Volume Change Behavior of Natural Sands with the Addition of Mica Particles
-
7
-
Estimation of Compression Index of Lightly Overconsolidated Soils from In-Situ Time-Settlement Plots
-
8
-
Granular Soil Relationship Between Angle of Internal Friction and Uniformity Coefficient
-
9
-
Mechanical Strength Tests of Building Blocks of the Historical British Government Building in Famagusta, North Cyprus
-
10
-
Using Compression and Swelling Indices to Characterize Expansive Soils
-
11
-
Probabilistic Interpretation of CPTu-DMT Data for Soil Profiling
-
12
-
Clay Soil Stabilization Using Xanthan Gum and Sodium Alginate as Biopolymers
-
13
-
Estimation of OCR and Compression Index by Different Methods
-
14
-
Limit Load Exemplary Analyses of Foundations Accidentally Placed on Sand Underlain by Peat Using Their Various Parameters
-
15
-
Interaction of Laterally Loaded Free Head Barrette Pile in Elastic Soils
-
16
-
Influence of Thermal Cycles on the Volume Change of Ulexite Added Sand-Bentonite Mixtures
-
17
-
Assessment of Climate Impact and Costs Comparing Two Railway Embankment Fill Methods
-
18
-
Field Trial to Rapidly Classify Soil Using Computer Vision with Electric Resistivity and Soil Strength
-
19
-
Influence of Excess Pore Pressure Development on Inertial Pile Response
-
20
-
Numerical Study of Uplift Induced Levee Failure for the Design of a Centrifuge Test
-
21
-
Prediction of Load Capacities of Closed-Ended Piles Using Boosting Machine Learning Methods
-
22
-
Shear Strength Behavior of Perlite Added Sand-Bentonite Mixtures Under Room Temperature and Thermal Cycles
-
23
-
Role of BIM for Different Phases of Geotechnical Investigation of the Transport Infrastructure
-
24
-
Use of Neural Networks to Predict Correlations Between CPT and PMT Tests for Clay and Marl Soils
-
25
-
Numerical Analysis of Slope Instability Due to Water Pipe Leakage
-
26
-
GIS Susceptibility Maps for Shallow Landslides: A Case Study in Shawinigan, Quebec, Canada
-
27
-
Determination of Critical Height of Unsupported Vertical Cuts Using Experimental and Numerical Methods
-
28
-
Slope Stability Analysis of Open-Pit Mines Using Statistical Methods
-
29
-
Investigation of Ground Stability of the Surroundings of the “Statue of Peace and Freedom”, Alsancak-North Cyprus
-
30
-
Dynamic Response Analysis of Highway Embankments
-
31
-
Motion Analysis of Ground Failure Considering Rainfall and Ground Water Migration in Sandy Slopes
-
32
-
Experimental Investigation and Visualization of Failure Surfaces in Pipe-Soil Interaction Problems Using PIV Technique
-
33
-
P-Y Curves for Piles in Sand Based on the SPT Test–Parametric Study and Practical Recommendations
-
34
-
Behaviour of Embedded Beam Formulations Under Dynamic Loading
-
35
-
Estimation of Ground Motion at One of the Damaged Building Sites Following the October 30, 2020, Samos Earthquake
-
36
-
Analysis of the Pile Foundation Calculation Results Given the Action of an Earthquake and Soaking of the Loess Base
-
37
-
Proposal of a Model Setup for Verification of the Origin of High Frequency Motion in Soil
-
38
-
A Comparison Study Between 1D and 2D Site Response Analyses Based on Observed Earthquake Acceleration Records
-
39
-
Subsurface Study of Flowslide Liquefaction in Petobo, Palu, Indonesia
-
40
-
Deformation of Earthquake Resistant Gravel-Tire Chips Mixture as Drains
-
41
-
Evaluation of Relationships Between Strength Properties of Rock Samples and Drilling Rate Index
-
42
-
Unsaturated Geomechanical and Physicochemical Characterisation of Soils Used for Adobe Blocks
-
43
-
The Evaluation of Stone Column and Jet Grouting Soil Improvement by Conducting a Comprehensive Experimental Program
-
44
-
Feasibility Study of Transforming Excavated Clayey Soil into ‘Sand-Like’ Material
-
45
-
Estimation of Modular Ratio and Modulus of Deformation of Granular Piles from in Situ Compression Tests Under Direct Loading
-
46
-
Resilient Modulus as a Technical Parameter for Evaluating the Cement-Stabilized Soil
-
47
-
Effect of Freeze–Thaw Cycles on the Strength of a Nanosilica and Lime Treated Clay
-
48
-
Improvement of Shear Strength of Fine-Grained Soils by Waste Glass
