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Dr. Shu Liu
Assistant Professor
CBI Green Chemicals and Energy Centre
Advanced Energy and Environmental Materials & Technologies Research Group
https://orcid.org/0000-0003-0448-6186
Email
Shu.Liu
nottingham.edu
cn
h-index
272
Scopus Citations
9
h-index
Calculated based on number of publications stored in Pure and citations from Scopus
2014
2025
Research activity per year
Overview
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Projects
(3)
Research output
(47)
Prizes
(1)
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Dive into the research topics where Shu Liu is active. These topic labels come from the works of this person. Together they form a unique fingerprint.
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Keyphrases
Anisotropic Material
14%
Asphalt
11%
Asphalt Mixture
13%
Asphalt Pavement
11%
Cohesive-frictional Materials
9%
Concrete Block
9%
Critical Speed
18%
Cross-anisotropic
20%
Dynamic Shakedown
21%
Earth Structure
15%
Engineering Properties
11%
Flexible Road Pavements
11%
Friction Angle
13%
Half-space
15%
Implications for Design
9%
Layered Pavement
22%
Mohr-Coulomb Material
12%
Moving Load
41%
Moving Surface
13%
Moving Train Load
14%
Multilayered Pavement
14%
Non-associated Plastic Flow
11%
Pavement
34%
Pavement Design
16%
Plastic Flow Rule
13%
Railway Substructure
47%
Recycled Aggregate Concrete
9%
Residual Settlement
12%
Residual Stress Field
21%
Road Pavement
14%
Shakedown
100%
Shakedown Analysis
39%
Shakedown Limit
99%
Shakedown Theorem
29%
Shakedown Theory
33%
Slab Track
37%
Step-by-step Approach
10%
Stiffness Modulus
9%
Stiffness Variation
14%
Substructure
21%
Substructure Design
9%
Surface Load
13%
Synthetic pitch
9%
Temperature Effect
11%
Three-dimensional (3D)
27%
Track Analysis
10%
Train Load
28%
Train Speed
13%
Train Velocity
9%
Tresca
9%
Engineering
Activated Slag
9%
Anisotropic
25%
Asphalt Mixture
17%
Asphalt Pavements
14%
Assuming
20%
Compaction Control
9%
Compression Strength
9%
Compressive Strength
14%
Compressive Strength
9%
Concrete Block
9%
Construction Cost
9%
Critical Speed
21%
Cyclic Loads
9%
Design Load
9%
Design Method
9%
Elastic Stress Field
11%
Engineering Property
13%
Finite Element Method
12%
Finite Element Modeling
10%
Flow Rule
14%
Friction Angle
21%
Good Agreement
11%
Induced Load
9%
Layer Thickness
10%
Load Limits
9%
Low-Temperature
7%
Mohr-Coulomb Material
18%
Moving Load
45%
Moving Surface
18%
Pavement Design
26%
Pavement Material
18%
Plastic Flow Rule
18%
Plastic Property
9%
Recycled Aggregate
9%
Recycled Concrete Aggregate
8%
Residual Settlement
18%
Residual Stress
34%
Road Pavement
23%
Scale Test
9%
Shakedown
47%
Shear Wave Velocity
9%
Slab Track
37%
Speed Train
20%
Step Approach
18%
Stiffness Modulus
12%
Stress Field
29%
Structural Design
14%
Term Response
9%
Two Dimensional
9%
Young's Modulus
7%
