Earth and Planetary Sciences
Clay
80%
Marl
56%
Cone
53%
Soil
42%
Site
39%
Plastic Property
34%
Eocene
32%
Chalk
28%
Denmark
25%
Cone Penetration Test
25%
Plastic
25%
Silty Soil
22%
Parameter
21%
Description
18%
Report
18%
Investigation
18%
Wave Velocity
16%
Laboratory Test
15%
Deposit
14%
Shear Strength
13%
Earth Pressure
13%
Heave
11%
Estimate
10%
Geotechnical Property
10%
Runoff
10%
Increasing
9%
Wall
9%
Evaluation
9%
Foundation
9%
Condition
9%
Oedometer Test
9%
Liquid Limit
9%
Sphere
9%
Model Validation
9%
Data Set
9%
Boundary
9%
Preparation
9%
Fluid-Structure Interaction
9%
Public
9%
Pile Foundation
9%
Load Bearing Capacity
9%
Ignition
9%
Delivery
9%
Harbour
8%
Behavior
6%
Position (Location)
6%
Time
6%
Invention
6%
Sediment
6%
University
5%
Interval
5%
Numerical Model
5%
Need
5%
Building
5%
Engineering
Foundations
100%
Penetration Rate
37%
Plasticity Index
37%
Determines
24%
Cone Resistance
24%
Dense Sand
23%
Deformation Property
21%
Models
20%
Development
20%
Pile Wall
18%
Design
17%
Small Scale
16%
Tensiles
13%
Test Result
12%
Transients
12%
Stress Level
12%
Anchors
11%
Offshore Foundation
10%
Soil Parameter
10%
Bearing Capacity
9%
Test Site
9%
Sheet Pile
9%
Shear Wave Velocity
9%
Benchmark
9%
Dataset
9%
Dynamic Behavior
9%
Power Converter
9%
Displacement Rate
9%
Pile Foundations
9%
Sphere
9%
Chloride Concentration
9%
Large Variety
9%
Chloride Content
9%
Ground Surface
9%
Strength Parameter
9%
Strain
9%
Slenderness
9%
Lime Content
9%
Natural Water Content
9%
Grain Diameter
9%
Brittle Material
9%
Excavation
9%
Proper Design
9%
Success Rate
9%
High Content
9%
Bearing Stratum
9%
Test Apparatus
8%
Axial Loading
7%
Extremely High Plasticity
7%
Characteristics
7%
Test Setup
6%
Parametric Study
6%
In Situ Stress
6%
Plastic Limit
6%
Rate of Penetration
6%
Test Program
5%
Seismic Test
5%
Estimation
5%
Pressure Tank
5%