Jianwen Zhong

ORCID: 0000-0002-9919-3433
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About
Contact & Profiles
Research Areas
  • Dam Engineering and Safety
  • Hydraulic Fracturing and Reservoir Analysis
  • Rock Mechanics and Modeling
  • Civil and Geotechnical Engineering Research
  • Structural Response to Dynamic Loads
  • Geomechanics and Mining Engineering
  • Geotechnical Engineering and Analysis
  • Engineering and Environmental Studies
  • Industrial Engineering and Technologies
  • Soil Mechanics and Vehicle Dynamics
  • Granular flow and fluidized beds
  • Tunneling and Rock Mechanics
  • Drilling and Well Engineering
  • Geotechnical Engineering and Underground Structures
  • Biopolymer Synthesis and Applications
  • High-Velocity Impact and Material Behavior
  • Ocular Infections and Treatments
  • Antimicrobial Peptides and Activities
  • Concrete Corrosion and Durability
  • Structural Behavior of Reinforced Concrete
  • Groundwater flow and contamination studies
  • Seismic Imaging and Inversion Techniques
  • Hydraulic flow and structures
  • Geotechnical and Geomechanical Engineering
  • Landslides and related hazards

Tsinghua University
2010-2018

State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering
2018

This paper presents a retrospective investigation into the performance of new type flexible-arch configurations in Shimenzi arch dam based on past ten-year-long field measurements. The are mainly comprised artificial short joints at middle downstream surface and contraction joint with hinged well enlarged ends bending joints. Fundamental design considerations these components provided, their contributions to discussed detail using monitoring data from meters, strain gauges, thermometers....

10.1155/2014/467369 article EN cc-by Mathematical Problems in Engineering 2014-01-01

Abstract In order to make sense of the dynamic response brittle materials under certain range impact strength, numerical simulation for two kinds representative ones glass and ceramic are conducted, in which elastic micro-crack damage model is used. The plane experiments summarized, used compare with results. results show that responses materials, failure wave plastic-like appeared respectively depended on their micro-cracks distribution meso-scale. And moreover, both controlled by same...

10.1515/ijnsns-2016-0019 article EN International Journal of Nonlinear Sciences and Numerical Simulation 2017-03-16

This article puts forward a quantified characterization method of micro- and macrocontacts granular materials. The microcontact is defined as the contact surface with two voids in its ends. macrocontact sequence that composed microcontacts satisfies condition one-dimensional manifold. dual geometrical systems can be extracted from assembly. edges paths solid-cell system realize topological macrocontacts. For cemented materials, each crack treated gaping contact. used to visualize cracks...

10.1061/(asce)gm.1943-5622.0001099 article EN International Journal of Geomechanics 2018-04-01

Pre-existing fracture and secondary cracks in rock mass are formed by natural power, such as magma condensed to igneous rocks tectonic movement. The orientation inclination of these fractures obey certain laws relating the stress, temperature, minerals, water so on. Therefore, react differently under same external loading on condition various inclination, fissure apertures, stiffness joint roughness. To simulate crack propagation, experiments hollow cylinder cut one oblique interface...

10.20944/preprints201805.0282.v1 preprint EN 2018-05-22
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