Weijie Zhang

ORCID: 0000-0001-7036-5820
Publications
Citations
Views
---
Saved
---
About
Contact & Profiles
Research Areas
  • Grouting, Rheology, and Soil Mechanics
  • Rock Mechanics and Modeling
  • Geoscience and Mining Technology
  • Drilling and Well Engineering
  • Hydraulic Fracturing and Reservoir Analysis
  • Geomechanics and Mining Engineering
  • Geophysical Methods and Applications
  • Geotechnical Engineering and Analysis
  • Dam Engineering and Safety
  • Groundwater flow and contamination studies
  • Geotechnical Engineering and Underground Structures
  • Groundwater and Isotope Geochemistry
  • Tunneling and Rock Mechanics
  • Geotechnical Engineering and Soil Stabilization
  • Tree Root and Stability Studies
  • Asphalt Pavement Performance Evaluation
  • Meat and Animal Product Quality
  • Mine drainage and remediation techniques
  • Hydrocarbon exploration and reservoir analysis
  • Geochemistry and Elemental Analysis
  • Groundwater and Watershed Analysis
  • Coal Properties and Utilization
  • Magnetic Bearings and Levitation Dynamics
  • Microbial Community Ecology and Physiology
  • Polymer Nanocomposites and Properties

Shandong University of Science and Technology
2019-2024

Central South University
2024

Liaoning Shihua University
2023

Southeast University
2022

Analogic (United States)
2021

Hunan University of Science and Technology
2021

Zhongyuan University of Technology
2019

North China Institute of Science and Technology
2017

Shandong University
2015

China Coal Research Institute (China)
2012

This paper proposed an improved stepwise algorithm to simulate the grout diffusion in a single fracture considering dynamic grouting parameter boundary condition and spatial- time-dependent viscosity of grout. The method was more effective could result variation key output parameters at any measurement point/time (in space time). Based on algorithm, three types pressure conditions, which are applicable engineering practice, were designed illustrate process. Compared with constant grouting,...

10.1061/(asce)gm.1943-5622.0001945 article EN International Journal of Geomechanics 2021-01-20

A large-scale water capsule was formed after 8 times inrush of mud and in Yonglian tunnel. The seriously inhabited the construction By combining with geological conditions tunnel site, causes characteristics were analyzed. Its spatial location size explorated by comprehensive exploration methods. In order to control capsule, treatment scheme composed full-face curtain grouting left decompression drainage right made, composite controlling methods proposed. technology applied treatment. It...

10.2174/1874149501509010032 article EN The Open Civil Engineering Journal 2015-03-10

The flow of cement‐based slurry within concentric annular geometry is a major problem study in the field engineering, especially regarding prevention water ingress an annulus formed during shaft construction utilizing artificial freezing technique China. In this study, analytical governing equation motion for axial incompressible Newtonian fluid long derived under condition high groundwater pressure. A stepwise calculation method proposed to describe grouting process based on two injection...

10.1155/2019/2587035 article EN cc-by Advances in Civil Engineering 2019-01-01

High power density energy regeneration is one of the effective solutions to solve contradiction between improving damping performance and consumption active suspension. The hydraulic commutator used realize rectification variable speed/pump/motor with few teeth difference gear pairs match speed, combined permanent magnet motor generation supply put forward kilowatt level high mechanical-electrical-hydraulic regenerative suspension system for high-speed tracked vehicles. mathematical model...

10.1177/09544070211061010 article EN Proceedings of the Institution of Mechanical Engineers Part D Journal of Automobile Engineering 2021-11-24

The deep mining of coal mines in North China faces the serious threat water inrush from karst aquifers seam floors, and regional advance grouting technology (RAGT) is an effective means to prevent control such disasters. However, it difficult choose pressure during implementation RAGT, excessive will lead splitting fracture reduce effect. In this study, based on Bernoulli equation, relationship between ground critical established. Based Hoek–Brown (H-B) strength criterion a mechanics...

10.1021/acsomega.2c03450 article EN cc-by-nc-nd ACS Omega 2022-08-09

During the process of managed aquifer recharge (MAR), when aerobic surface water is recharged into reductive aquifer, redox environment changes along pathway. MAR practice can reshape initial groundwater bacterial community, and further induce variations in bacteria-mediated hydrochemical reactions. In this study, laboratory-scale column experiments were conducted to simulate processes aerobic/anaerobic aquifer. The results showed that concentration DO during was higher than anaerobic...

10.3390/su17010064 article EN Sustainability 2024-12-26

In this study, the phase-structure and rheological response-behavior of multi-walled carbon nanotube (MWCNTs) modified asphalt-binder (MWCNTs-MA) were measured quantified in laboratory. The changes molecular dynamics due to MWCNTs modification simulated based on intermolecular interaction energy computations, electrostatic potential surface analyses modeling matrix. properties such as viscosity complex modulus, both base asphalt-binders, determined using standard Brookfield viscometer (BV)...

10.3390/ma15134409 article EN Materials 2022-06-22

In order to study the new high efficiency advanced detection technology of coal roadway, characteristics ideal advance are analyzed. Dual- frequency IP method is based on Induced polarization effect (rock). The range angle and length scanning achieved by simulation comply with character electric field superposition. So, dual can meet requirement roadway. research results provide theoretical support for development equipment.

10.1088/1742-6596/887/1/012003 article EN Journal of Physics Conference Series 2017-08-01

Based on the equivalent annular band-shaped drain, and considering vacuum preloading variation of radial permeability coefficient smeared soil zone, mathematical model is established. An analytic method used to derive general solution for consolidation vertical drain based arbitrary load with time. solutions, detailed closed-form solutions are further derived cases instantaneously loading linear loading. closed solution, calculation program compiled curves shaft foundation drawn. The results...

10.1088/1755-1315/218/1/012023 article EN IOP Conference Series Earth and Environmental Science 2019-02-23
Coming Soon ...