The specific research missions of our group include 1) investigating the behavior of geomaterials from low to high confining pressures, from partially to fully saturated, and from mechanical to multiphysical loading via controlled laboratory tests; 2) formulating unifying mathematical frameworks to model geomaterials at grain scale and continuum scale; 3) developing computational tools to solve initial-boundary value problems that are important to engineering practices in the geotechnical, mining and energy industry.
Grain-scale mechanics of particle fracture and environmentally enhanced crack growth
- Study the thermodynamics of fracture propagation in single particles
- Model the effect of relative humidity and temperature on the delayed failure of grains.
Meso-scale coupled CFD-DEM studies of particle-particle and water-particle interaction problems.
- Understand the micromechanics of internal erosion in gap-graded soils
Macro-scale continuum modelling of geomaterials: sand, rockfill, coal, claystone.
- Develop Continuum Breakage Mechanics for crushable granular soils
- Develop poromechanics models for expansive claystone subjected to fluid degradation
- Understand the mechanics of adsorption-induced deformation of coals
- Laboratory testing of geomaterials under high-pressure, high-temperature environments
Field-scale finite element analysis of initial-boundary value problems:
- Develop user-defined material and element subroutines
- Conduct highly customized coupled thermal-hydro-mechanical-chemical analysis of complex geosystems including dams and nuclear waste repositories.
FUNDED RESEARCH PROJECTS
Project Title: Time-dependent THMC properties and microstructural evolution of damaged rocks in excavation damage zone
Role: PI, Sponsor: DOE-NEUP, Duration: 2018-2021
Abstract: Modeling coupled THMC processes in geomaterials near nuclear waste repositories at various time scales is an extremely challenging task and requires collaborative research effort from the field of geomechanics, hydrology and geochemistry. The proposed project focuses on the geomechanical aspect, addressing the time-dependent evolution of rock microstructure and its coupling with the THC processes that are of first-order importance to the stability and the isolation performance of the repository. This study is motivated by observing the lack of data and models linking the creep behavior of salt and argillite with microstructural changes under combined mechanical and environmental loadings. Although the use of relatively simple and time-independent material models is justified in short-term predictions, at a time scale of 1 million years, the nonlinearities of host rocks including creep, relaxation, stress corrosion and healing are expected to play a significant role in the near-field hydrology. This project delineates an integrated experimental, theoretical and numerical strategy in assessing the evolution EDZ over time and its implication on the long-term migration of hazardous species. Rock salt and argillite will be the focus of this study.
Project Title: Caisson Drilling Fluid Interaction with Fine Grained Bedrock
Role: PI, Sponsor: CDOT, Duration: 2018-2019
Abstract: A large number of bridges and structures in Colorado are supported by drilled caissons and shafts embedded in weak fine-grained rocks (e.g. Denver blue claystone shale and Pierre Shale). Use of these foundations has been common for decades for highway and bridge projects in Colorado but some critical knowledge gaps remain in this class of foundation engineering problems. One of them is in the empirical stipulation of a 4-hour maximum duration between the completion of drilling and placement of concrete for caissons founded on cohesive intermediate geomaterials (IGM) in CDOT’s Drill Caisson Specification 503. The proposed research attempts to study the validity of this time limit by developing a deeper understanding of the basic material aspects and correlations between the time of fluid infiltration with the two primary design inputs for drilled caissons, namely the shear strength of the bedrock and the shear resistance of the rock-concrete interface. The property of the rock, the type of the drilling fluid, and other geometrical factors will be considered in the proposed correlations. The goal is to provide a benchmark experimental database for determining a reasonable allowable time for concrete placement, and to develop an easy-to-implement procedure for integrating the drill fluid weakening effect in the design and construction of drilled shaft socketed in fine-grained rocks in Colorado.