scispace - formally typeset
H

Haihong Mo

Researcher at South China University of Technology

Publications -  10
Citations -  252

Haihong Mo is an academic researcher from South China University of Technology. The author has contributed to research in topics: Immersed tube & Montmorillonite. The author has an hindex of 5, co-authored 10 publications receiving 184 citations.

Papers
More filters
Journal ArticleDOI

Numerical study on crack problems in segments of shield tunnel using finite element method

TL;DR: In this article, cracks mainly occur in circumferential seam, bolt holes and hand holes of segments in a shield tunnel under normal load level and no cracks appear in inner arc and outer arc of segment surfaces.
Journal ArticleDOI

Study on inner force and dislocation of segments caused by shield machine attitude

TL;DR: In this article, the authors used finite element code (ADINA) to analyze numerical tunnel model of 9 segment rings and the analysis results indicate attitude deflection of shield machine causes biggish dislocation between segments, and the most affected and weakest part in same ring which causes irregular displacement and dislocation in whole tunnel structure.
Journal ArticleDOI

Model test of immersed tube tunnel foundation treated by sand-flow method

TL;DR: In this paper, a sand-flow test model was built, which consisted of model system, equipment system and measurement system, and the situation of sand-deposit expanding and the water pressure in the foundation trench were evaluated through the model test.
Journal ArticleDOI

Energy based cyclic strength for the influence of mineral composition on artificial marine clay

TL;DR: In this article, an energy-based viscous energy dissipation ratio (VEDR) was introduced to partition cyclic loading process into two stages: competition and rapid increasing.
Journal ArticleDOI

Analysis of the Maximum Dynamic Shear Modulus and Particle Arrangement Properties of Saturated Soft Clay Soils

TL;DR: In this paper, the relationship between the maximum dynamic shear modulus and the microscopic particles arrangement of remolded clay soil was examined using the resonant column test, electron microscope observation, and microscopic structure analysis.