default author photo

Zihao Zhao

Shenyang Jianzhu University

China

SCHOLARLY PAPERS

8

DOWNLOADS

340

TOTAL CITATIONS

3

Scholarly Papers (8)

1.

Failure Envelopes of Rigid Tripod Pile Foundation Under Combined Vertical-Horizontal-Momnet Loadings in Clay

Number of pages: 33 Posted: 18 Aug 2023
Shenyang Jianzhu University, affiliation not provided to SSRN, University of Southern Queensland, affiliation not provided to SSRN, Yangzhou University, Shenyang Jianzhu University and Shenyang Jianzhu University
Downloads 75

Abstract:

Loading...

Piles, tripod pile group, bearing capacity, clays, finite element limit analyses, failure envelope

2.

Probabilistic Analysis of Pile-Reinforced Slopes Considering Anisotropic Spatial Soil Properties

Number of pages: 40 Posted: 13 Feb 2025
Shenyang Jianzhu University, Shenyang Jianzhu University, University of Southern Queensland, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 63
Citation 2

Abstract:

Loading...

Discretized limit analysis, Pile-reinforced slope, Spatial variable, Anisotropic spatial variability

3.

Probabilistic Analysis of Artificial Submarine Slope under Wave Loading and Anisotropic Soil Spatial Variability Conditions

Number of pages: 47 Posted: 23 Dec 2025
Shenyang Jianzhu University, Shenyang Jianzhu University, Shenyang Jianzhu University, Shenyang Jianzhu University and Hohai University
Downloads 60

Abstract:

Loading...

Wave loading, Submarine slope, Probabilistic analysis, Particle Swarm Optimization, Limit analysis method, anisotropy

4.

Shear behavior of bio-inspired structure and sand interface: a new discontinuous snakeskin-inspired scale

Number of pages: 36 Posted: 06 Oct 2025
Shenyang Jianzhu University, affiliation not provided to SSRN, University of Southern Queensland, affiliation not provided to SSRN, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 44

Abstract:

Loading...

Scale spacing, Interface shear behavior, Snakeskin-inspired surface, Bionic surface optimization

5.

Probabilistic Stability Analyses of Seismically Loaded Multi-Stage Slopes with Linearly Increasing Mean Strength

Number of pages: 43 Posted: 19 Aug 2025
Shenyang Jianzhu University, affiliation not provided to SSRN, University of Southern Queensland, Shenyang Jianzhu University and affiliation not provided to SSRN
Downloads 30

Abstract:

Loading...

Limit analysis, Multi-stage slope, Spatial variability, Probabilistic analysis

6.

Three-Dimensional Stability Analysis of Slopes Reinforced with Piles Considering the Soil Arching Effect

Number of pages: 27 Posted: 16 Aug 2024
Zihao Zhao, Wang Jiarui and Zhang Haixu
Shenyang Jianzhu University, Shenyang Jianzhu University and Shenyang Jianzhu University
Downloads 30
Citation 1

Abstract:

Loading...

lateral force, soil arching effect, rotation of principal stress, limit analysis upper-limit solution method, three-dimensional analysis

7.

Risk Assessment of Seismically Loaded Multi-Stage Slopes in Spatially Variable Soils with Depth-Dependent Strength

Number of pages: 42 Posted: 06 Aug 2025
Shenyang Jianzhu University, affiliation not provided to SSRN, University of Southern Queensland, Shenyang Jianzhu University and affiliation not provided to SSRN
Downloads 26

Abstract:

Loading...

Limit analysis, Multi-stage slope, Spatial variability, Probabilistic analysis

8.

Probabilistic analysis of skirted foundations for sand overlying spatially random clay under uniaxial loads

Number of pages: 43 Posted: 02 Apr 2026
Shenyang Jianzhu University, Shenyang Jianzhu University, Shenyang Jianzhu University and Shenyang Jianzhu University
Downloads 12

Abstract:

Loading...