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  1. No Access

    Article

    Study on the particle breakage of coral sand in the ring shear experiment

    Coral sand, a geotechnical material commonly encountered in geotechnical engineering practice, is susceptible to particle breakage under external loads. Particle breakage has always been a hot topic in geotech...

    Hu Zheng, Weilong Zhang, Wuwei Mao, Zhen Guo in Bulletin of Engineering Geology and the En… (2024)

  2. No Access

    Article

    Shear characteristics of granular materials with different friction coefficients based on ring shear test

    Interparticle friction is an intrinsic property of particles, which plays an important role in the macroscopic and microscopic shear mechanical properties of granular materials. In this research, we investigat...

    Wenqing Niu, Hu Zheng, Changju Yuan, Wuwei Mao, Yu Huang in Granular Matter (2024)

  3. Article

    Open Access

    Dynamics of granular debris flows against slit dams based on the CFD–DEM method: effect of grain size distribution and ambient environments

    Earth surface flows in nature, like debris flows and rock avalanches, have threatened people’s safety and infrastructure during past decades. Though grain size distribution (GSD) has been acknowledged as a cru...

    Wuwei Mao, Yuhan Wang, ** Yang, Yu Huang, Hu Zheng in Acta Geotechnica (2023)

  4. Article

    Open Access

    Report on the international workshop on seismic design and assessment for resilience, robustness and sustainability of slope engineering, 13–15 January 2023, Shanghai, China

    The International Workshop on Seismic Design and Assessment for Resilience, Robustness and Sustainability of Slope Engineering was held on 13–15 January 2023 on line, focusing on the theme of “Seismic resilien...

    Yu Huang, Wuwei Mao, Min **ong, Yian Wang, Cuizhu Zhao in Geoenvironmental Disasters (2023)

  5. No Access

    Article

    Rate-Dependent Weakening of the Shear Force for the Submerged Granular Medium Based on the Experimental Study

    An experimental study is conducted to describe rate-dependent shear strength in a submerged granular medium to understand the mystery of submarine landslides with extremely small slide angles and long run-out ...

    Hu Zheng, Guowei Dai, Wuwei Mao, Yu Huang in Journal of Earth Science (2023)

  6. No Access

    Article

    Numerical Simulation of Liquefaction-Induced Settlement of Existing Structures

    This study presents a numerical approach for assessment of the structure settlement problems in liquefied soils. The fluid dynamics theory was applied to model the liquefied soils and the rigid body dynamics t...

    Wuwei Mao, Wei Li, Rouzbeh Rasouli, Naveed Ahmad, Hu Zheng in Journal of Earth Science (2023)

  7. No Access

    Article

    Investigation on strength degradation of sandy soil subjected to concentrated particle erosion

    There is increasing concern regarding local concentrated erosion scenarios such as pi** and underground cavities due to their catastrophic consequences. In this study, local concentrated erosion was reproduc...

    Wuwei Mao, Chao Xu, Yang Yang in Environmental Earth Sciences (2021)

  8. No Access

    Article

    Successful disaster management of the July 2020 Shaziba landslide triggered by heavy rainfall in Mazhe Village, Enshi City, Hubei Province, China

    Kun Song, Fawu Wang, Qingjun Zuo, Bolin Huang, Wuwei Mao, Hu Zheng in Landslides (2021)

  9. No Access

    Article

    Acoustic emission characteristics of a dry sandy soil subjected to drained triaxial compression

    Acoustic emission (AE) technique that is capable of diagnosing the failure process of stressed materials has rarely reported its application to sandy soils subjected to triaxial compression. In this paper, dra...

    Wenli Lin, Ang Liu, Wuwei Mao, Junichi Koseki in Acta Geotechnica (2020)

  10. No Access

    Chapter and Conference Paper

    Frequency Response of Acoustic Emission to Characterize Particle Dislocations in Sandy Soil

    The understanding of internal response of particle dislocations is vital to clarify the progressive failure in granular materials. This paper proposes a non-destructive testing method, Acoustic Emission (AE) t...

    Wenli Lin, Wuwei Mao, Junichi Koseki in Proceedings of GeoShanghai 2018 Internatio… (2018)

  11. No Access

    Chapter and Conference Paper

    Acoustic Emission Technology to Investigate Internal Micro-Structure Behaviour of Shear Banding in Sands

    Current experimental techniques used to understand the shear banding process in sands provide little insight into the internal micro-structure evolution. To this end, Acoustic Emission (AE), as a non-destruct...

    Wenli Lin, Wuwei Mao, Junichi Koseki in Advances in Laboratory Testing and Modelli… (2017)

  12. No Access

    Article

    Application of Advanced Procedures to Model Tests on the Subsoil Behavior Under Vertical Loading of Group Pile in Sand

    It is known that bearing behavior of group pile is substantially different from the superposition of the single-pile loading in both clay and sandy grounds when the pile spacing is narrower. However the mechan...

    Shogo Aoyama, Wuwei Mao, Shigeru Goto, Ikuo Towhata in Indian Geotechnical Journal (2016)

  13. No Access

    Article

    Liquid-Gas-Like Phase Transition in Sand Flow Under Microgravity

    In previous studies of granular flow, it has been found that gravity plays a compacting role, causing convection and stratification by density. However, there is a lack of research and analysis of the characte...

    Yu Huang, Chongqiang Zhu, **ang **ang, Wuwei Mao in Microgravity Science and Technology (2015)

  14. No Access

    Article

    First results derived from a drop-tower testing system for granular flow in a microgravity environment

    Because of the low-gravity on the Moon and Mars, landslides there have characteristics that are very different from those observed in a conventional gravity environment. These include highly marked dynamic cha...

    Yu Huang, Wuwei Mao in Landslides (2013)

  15. No Access

    Article

    Triaxial tests on the fluidic behavior of post-liquefaction sand

    Liquefaction-induced ground deformation is a major cause of structural damage during earthquakes. However, a better understanding of seismic liquefaction is needed to improve earthquake hazard analyses and mit...

    Yu Huang, Hu Zheng, Wuwei Mao, Maosong Huang, Guanghui Li in Environmental Earth Sciences (2012)

  16. No Access

    Article

    Computational fluid dynamics modeling of post-liquefaction soil flow using the volume of fluid method

    Flow deformation of post-liquefaction soil during an earthquake can cause serious damage to engineering structures. To overcome the limitations of conventional deformation analysis methods based on solid mecha...

    Yu Huang, Wuwei Mao, Hu Zheng, Guanghui Li in Bulletin of Engineering Geology and the En… (2012)

  17. No Access

    Article

    Flow analysis of liquefied soils based on smoothed particle hydrodynamics

    To overcome the disadvantages of traditional flow analysis methods for liquefied soils that exhibit fluidization and large deformation characteristics, Smoothed particle hydrodynamics (SPH) is adopted in this ...

    Yu Huang, Weijie Zhang, Wuwei Mao, Chen ** in Natural Hazards (2011)

  18. No Access

    Article

    Numerical simulation of air–soil two-phase flow based on turbulence modeling

    Soil flow and induced air blasts are of great harm to humanity, and historically they have caused a lot of damage to infrastructure. However, these phenomena cannot be described by traditional analog modeling ...

    Yu Huang, Hu Zheng, Wuwei Mao, Guanghui Li, Bin Ye in Natural Hazards (2011)