B. de Wit

ORCID: 0000-0002-6793-0312
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About
Contact & Profiles
Research Areas
  • Tailings Management and Properties
  • Quantum Chromodynamics and Particle Interactions
  • Rock Mechanics and Modeling
  • Particle physics theoretical and experimental studies
  • Black Holes and Theoretical Physics
  • Grouting, Rheology, and Soil Mechanics
  • Geotechnical Engineering and Underground Structures
  • Hemodynamic Monitoring and Therapy
  • Cosmology and Gravitation Theories
  • Geomechanics and Mining Engineering
  • Microbial Applications in Construction Materials
  • Non-Invasive Vital Sign Monitoring
  • Cardiovascular Health and Disease Prevention
  • Geometric and Algebraic Topology
  • Mathematics and Applications
  • Relativity and Gravitational Theory
  • Geoscience and Mining Technology
  • Mining and Resource Management
  • Computational Physics and Python Applications
  • Advanced Differential Geometry Research
  • Advanced Mathematical Physics Problems
  • Geotechnical Engineering and Soil Mechanics
  • Materials Engineering and Processing
  • Pulsars and Gravitational Waves Research
  • Elasticity and Wave Propagation

University of British Columbia
2016-2024

Queen's University
2020-2021

Utrecht University
1972-1997

National Institute on Aging
1992

Amsterdam UMC Location University of Amsterdam
1986

Rijksmuseum
1986

Netherlands Organisation for Applied Scientific Research
1985

University of California San Diego Medical Center
1982

Leiden University
1977

Microbial induced carbonate precipitation (MICP) is a new geotechnical engineering technology used to strengthen soils and other materials. Although it considered be environmentally friendly, there lack of quantitative data objective evaluation support conclusions about its environmental impact. In this paper, the energy consumption carbon emissions MICP are quantitatively analyzed by using life cycle assessment (LCA) method. The effects evaluated from perspectives resource results show that...

10.3390/su13094856 article EN Sustainability 2021-04-26

Backfill mining technology is the practice of returning waste materials underground for both disposal and geotechnical stability, however, a challenge with current technologies that they commonly require cement-based binders which have relatively high environmental impact. Finding alternatives to can improve performance this paper proposes microbial grouted backfill (MGB) as potential solution. In paper, effects cementation solution concentration (CSC), volume ratio bacterial (VRBC),...

10.1016/j.ijmst.2022.01.010 article EN cc-by-nc-nd International Journal of Mining Science and Technology 2022-02-07

Microbial induced carbonate precipitation (MICP) has the potential to have less hazardous impacts on environment compared with traditional reinforcement technologies. In this paper, mechanical property and cementing mechanism of MICP-treated mortar (MTM) are studied, double-layer rigid soaking mold is invented prepare high-strength MTM samples. The effects cementation solution concentration (CSC), ratio urea calcium chloride (CRUC), aggregate particle size, time properties researched....

10.1061/jmcee7.mteng-16752 article EN Journal of Materials in Civil Engineering 2024-04-16

We analyze a broad class of stationary solutions with residual N=1 supersymmetry four-dimensional N=2 supergravity theories terms quadratic in the Weyl tensor. These are encoded holomorphic function, which determines most relevant part action and plays central role our analysis. The include extremal black holes rotating field configurations, may have multiple centers. prove that they expressed harmonic functions associated electric magnetic charges carried by proper generalization so-called...

10.48550/arxiv.hep-th/0009234 preprint EN other-oa arXiv (Cornell University) 2000-01-01

When cemented backfill mixture (CBM) is transported through pipelines from a plant to stopes, it experiences shearing forces over the transport time. In this paper, effects of solids concentration, binder content, shear rate and curing time on time-dependent rheological behaviour CBM were studied. It was found that long periods at constant greater than 5 s−1, stress decreased first then increased gradually with less 0.5 slightly firstly time, started behave similar test higher whose...

10.1080/17480930.2016.1239305 article EN International Journal of Mining Reclamation and Environment 2016-09-30

A novel and environmental-friendly backfill mining method known as upward slicing longwall-roadway cemented (USLCB) technology has recently been proposed successfully applied in mines extracting extra-thick coal seams located under sensitive areas. This paper studies the effects USLCB had on roof movement failure behavior using mechanical analysis approach. The application of Gonggeyingzi Mine is taken a case study with being monitored over single cycle, well multiple cycles different...

10.1155/2020/5828514 article EN cc-by Advances in Materials Science and Engineering 2020-01-01

We present a class of static supersymmetric multi-center black hole solutions arising in four-dimensional N=2 supergravity theories with terms quadratic the Weyl tensor. also comment on possible corrections to metric moduli space these holes solutions.

10.48550/arxiv.hep-th/0003157 preprint EN other-oa arXiv (Cornell University) 2000-01-01
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