default author photo

Honglin LUO

Northeastern University (USA)

220 B RP

Boston, MA 02115

United States

SCHOLARLY PAPERS

4

DOWNLOADS

117

TOTAL CITATIONS

1

Scholarly Papers (4)

1.

An Analytical Solution of Equivalent Elastic Modulus Considering Three-Dimensional Stress and its Stress-Kinematic Characteristics for Jointed Rock Masses

Number of pages: 37 Posted: 16 Jan 2025
Northeastern University (USA), Northeastern University (USA), Northeastern University (USA), Northeastern University (USA) and Northeastern University (USA)
Downloads 50 (1,074,648)

Abstract:

Loading...

Equivalent elastic modulus, Three-dimensional stress, Sensitivity, Stress-kinematic characteristics

2.

Stress-Strain State Zoning Model and Novel Large Deformation Classification Method for Squeezing Tunnels

Number of pages: 33 Posted: 06 Jun 2024
Northeastern University (USA), Northeastern University (USA), Northeastern University (USA), Northeastern University (USA) and Northeastern University (USA)
Downloads 33 (1,277,121)
Citation 1

Abstract:

Loading...

Squeezing tunnel, Large deformation, Stress-strain state zoning, Relative support pressure, Deformation classification method

3.

Analytical Solution for the Deformation Modulus of Jointed Rock Masses Under Three-Dimensional Stress and its Engineering Applications

Number of pages: 38 Posted: 11 Jun 2025
Northeastern University (USA), Northeastern University (USA), Northeastern University (USA), Northeastern University (USA) and affiliation not provided to SSRN
Downloads 28 (1,359,097)

Abstract:

Loading...

Deformation modulus, Three-dimensional stress, Sensitivity, Stress-kinematic characteristics

4.

Orthotropy in elastoplastic properties of carbonaceous slate: experimental observations and constitutive modelling

Number of pages: 40 Posted: 24 Jun 2026
Zhechao Wang, Keqi Liu, Xiumei Cao and Honglin LUO
Northeastern University (USA), Northeastern University (USA), Northeastern University (USA) and Northeastern University (USA)
Downloads 6

Abstract:

Loading...

Layered folded carbonaceous slate, Principal axis and principal plane of rock, Orthotropic parameters, Elastoplastic constitutive model, Crack volumetric strain