6 Papers
Bin Luo is an academic researcher from Sichuan Agricultural University. The author has contributed to research in topics: Subgrade & Frost heaving. The author has an hindex of 3, co-authored 6 publications. Previous affiliations of Bin Luo include Hokkaido University.
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Papers
Simultaneous analysis of slope instabilities on a small catchment-scale using coupled surface and subsurface flows
TL;DR: In this article, a coupled model of surface flow, subsurface flow, and soil mechanics based on shallow water equations, Richards's equation, Green-Ampt infiltration capacity model, and local factor of safety (LFS) approach was proposed to simulate the runoff, infiltration, seepage, and slope instabilities on a small catchment-scale simultaneously.
Coupled Thermo-Hydro-Mechanical Analysis of Freeze–Thaw Behavior of Pavement Structure over a Box Culvert
TL;DR: In this article, a coupled thermo-hydro-mechanical (THM) model is presented to model frost heave around a box culvert, which can predict the freeze-thaw behavior of unsaturated soil.
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Early warning system for rainfall- and snowmelt-induced slope failure in seasonally cold regions
TL;DR: In this paper, the authors proposed a new determination method for setting early warning criteria for rainfall-and/or snowmelt-induced slope failures in seasonally cold regions, based on case studies and parametric analyses for slope stability assessment.
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A Finite Element Analysis of Stress Change in Pavement Subjected to Freeze-Thaw
Bin Luo,Tatsuya Ishikawa,Tetsuya Tokoro +2 more
- 27 May 2018
TL;DR: In this article, a comprehensive analysis method is proposed to predict the stress change in pavement structure in the seasonal cold region, which can specify temperature-dependent modulus, and a typical pavement in the cold region was selected and simulated.
Applicability of Modified University of Illinois at Urbana–Champaign Model for Unbound Aggregate Material with Different Water Content:
Abstract: This paper proposes a modified University of Illinois at Urbana–Champaign (UIUC) model to predict permanent deformation behavior of unbound aggregate materials. Most existing models relate permanen...