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    Assessing the range of blasting-induced cracks in the surrounding rock of deeply buried tunnels based on the unified strength theory

    Blasting-induced cracks in the rock surrounding deeply buried tunnels can result in water gushing and rock mass collapse, posing significant safety risks. However, previous theoretical studies on the range of ...

    Liang Li **亮, Jia-jun Chen 陈嘉骏, Lian-heng Zhao 赵炼恒 in Journal of Central South University (2024)

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    A hydro-mechanical coupling model for predicting infiltration and ponding in unsaturated soils

    Unsaturated soils are extensively encountered in nature and engineering practice. Understanding the hydromechanical coupling effects in the infiltration process of an unsaturated porous medium is of considerab...

    Min Liu 刘敏, Xue-mao Feng 冯学茂, Lian-heng Zhao 赵炼恒 in Journal of Central South University (2023)

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    True triaxial hydraulic fracturing test and numerical simulation of limestone

    Hydraulic fracturing, as a key technology of deep energy exploitation, accelerates the rapid development of the modern petroleum industry. To study the mechanisms of hydraulic fracture propagation and rock fai...

    Wei-min Yang 杨为民, Yang Geng 耿阳, Zong-qing Zhou 周宗青 in Journal of Central South University (2020)

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    Limit variation analysis of shallow rectangular tunnels collapsing with double-layer rock mass based on a three-dimensional failure mechanism

    In the framework of upper bound theorem of limit analysis, the progressive collapse of shallow rectangular tunnels with double-layer rock mass has been theoretically analyzed based on the three-dimensional (3D...

    Lian-heng Zhao 赵炼恒, Shi-hong Hu 胡世红 in Journal of Central South University (2019)

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    Preliminary assessment of revegetation potential through ryegrass growing on bauxite residue

    Bauxite residue (BR), a by-product of the industrial production of alumina, has raised environmental concerns in the last decades, due to the presence of high amounts of alkali and various heavy metal ions. Li...

    Fei Lyu 吕斐, Ning Sun 孙宁, Wei Sun 孙伟 in Journal of Central South University (2019)

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    Variation analysis of ultimate pullout capacity of shallow horizontal strip anchor plate with 2-layer overlying soil based on nonlinear M-C failure criterion

    Based on the nonlinear Mohr-Coulomb failure criterion and an associated flow rule, a kinematic admissible velocity field of failure mechanism of the 2-layer soil above a shallow horizontal strip anchor plate i...

    Lian-heng Zhao 赵炼恒, Yi-gao Tan 谭亦高, Zhi-hong Nie 聂志红 in Journal of Central South University (2018)

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    Upper bound analysis of ultimate pullout capacity of shallow 3-D circular plate anchors based on nonlinear Mohr-Coulomb failure criterion

    Based on the nonlinear Mohr-Coulomb failure criterion and the associated flow rules, the three-dimensional (3-D) axisymmetric failure mechanism of shallow horizontal circular plate anchors that are subjected t...

    Lian-heng Zhao 赵炼恒, Yi-gao Tan 谭亦高, Shi-hong Hu 胡世红 in Journal of Central South University (2018)

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    Solubilization of aluminum phosphate by specific Penicillium spp.

    The solubilization of hardly soluble aluminum phosphate (AlPO4) by specific Penicillium spp. isolated from wheat rhizospheric soils was investigated in Pikovskaya agar and liquid medium, respectively. Most of the...

    Chun-qiao **ao 肖春桥, Ru-an Chi 池汝安, Li-hong Hu 胡利红 in Journal of Central South University (2013)

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    Cranny density parameters and porosity measured by elastic wave method in quasi-isotropic cranny rock masses

    According to the characteristic of elastic waves propagation in medium and the application of elastic waves method in rock mass engineering, the cranny mass with random crannies was regarded as quasi-isotropic...

    Hong-tu Wang, Jian-qing Jia, **ao-hong Li in Journal of Central South University of Tec… (2006)