Lianyang Zhang

ORCID: 0000-0003-0969-1226
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Research Areas
  • Rock Mechanics and Modeling
  • Geotechnical Engineering and Analysis
  • Concrete and Cement Materials Research
  • Geotechnical Engineering and Underground Structures
  • Grouting, Rheology, and Soil Mechanics
  • Landslides and related hazards
  • Innovative concrete reinforcement materials
  • Drilling and Well Engineering
  • Geotechnical Engineering and Soil Stabilization
  • Geotechnical Engineering and Soil Mechanics
  • Magnesium Oxide Properties and Applications
  • Advanced Photocatalysis Techniques
  • Recycling and utilization of industrial and municipal waste in materials production
  • Tunneling and Rock Mechanics
  • Geophysical Methods and Applications
  • Hydraulic Fracturing and Reservoir Analysis
  • Geotechnical and Geomechanical Engineering
  • Seismic Imaging and Inversion Techniques
  • Dam Engineering and Safety
  • Advanced ceramic materials synthesis
  • Geomechanics and Mining Engineering
  • Sepsis Diagnosis and Treatment
  • Copper-based nanomaterials and applications
  • Recycled Aggregate Concrete Performance
  • Trauma and Emergency Care Studies

University of Arizona
2016-2025

Daping Hospital
2012-2025

Army Medical University
2013-2025

Shaoxing University
2017-2024

ORCID
2020-2023

China State Construction Engineering (China)
2023

Chongqing Emergency Medical Center
2018-2022

Army Medical College
2020-2022

Guiyang Medical University
2022

Massachusetts Institute of Technology
1987-2020

10.1016/j.conbuildmat.2011.10.048 article EN Construction and Building Materials 2011-12-03

10.1016/j.conbuildmat.2013.03.075 article EN Construction and Building Materials 2013-04-25

10.1016/j.ijrmms.2016.11.016 article EN International Journal of Rock Mechanics and Mining Sciences 2016-11-25

In this paper, the hydrogeological characteristics in southern coalfields of China are first briefly outlined. Then, taking Meitanba mine as an example, evolution and modeling water inflow studied. Finally, hazard related to mud inrush analyzed. The results show that main sources area groundwater, surface precipitation. with time indicates is closely development karst structures, amount from rainfall infiltration, scope groundwater depression cone. increases due increase mining depth...

10.1016/j.ijmst.2022.04.001 article EN cc-by-nc-nd International Journal of Mining Science and Technology 2022-04-11

10.1016/s1365-1609(03)00100-x article EN International Journal of Rock Mechanics and Mining Sciences 2003-08-12

article Free Access Share on NETBLT: a high throughput transport protocol Authors: D. Clark Massachusetts Institute of Technology, Cambridge CambridgeView Profile , M. L. Lambert Zhang Authors Info & Claims ACM SIGCOMM Computer Communication ReviewVolume 17Issue 5Oct./Nov. 1987 pp 353–359https://doi.org/10.1145/55483.55520Online:01 August 1987Publication History 134citation824DownloadsMetricsTotal Citations134Total Downloads824Last 12 Months68Last 6 weeks6 Get Citation AlertsNew Alert...

10.1145/55482.55520 article EN 1987-08-01

10.1016/j.conbuildmat.2012.11.069 article EN Construction and Building Materials 2012-12-28

A great number of rock strength criteria have been proposed over the past decades. Of these different criteria, Hoek-Brown criterion has used most widely, because: (1) it developed specifically for materials and masses; (2) its input parameters can be determined from routine unconfined compression tests, mineralogical examination, discontinuity characterization; (3) applied 20years by practitioners in engineering, successfully to a wide range intact fractured types. The criterion, however,...

10.1061/(asce)1090-0241(2007)133:9(1128) article EN Journal of Geotechnical and Geoenvironmental Engineering 2007-08-17

Photo-induced electrons tend to migrate the oxide (ZnO, Al<sub>2</sub>O<sub>3</sub>, and Fe<sub>2</sub>O<sub>3</sub>) in FeOOH-LDO, while photo-induced holes ZnFe<sub>2</sub>O<sub>4</sub>.

10.1039/c4cp03877k article EN Physical Chemistry Chemical Physics 2014-12-02

10.1016/j.conbuildmat.2015.03.066 article EN Construction and Building Materials 2015-03-19

A feasibility study was performed on using xanthan gum and guar gum, two biopolymers that are naturally occurring inexpensive, to stabilize mine tailings (MT). The simple fall cone method adopted evaluate the liquid limit undrained shear strength of sun-dried MT mixed with or solutions at different concentrations. Environmental scanning electron microscopy (ESEM) imaging also conducted microstructure biopolymer-MT system. results indicate inclusion increases both MT, higher biopolymer...

10.1061/(asce)gt.1943-5606.0000902 article EN Journal of Geotechnical and Geoenvironmental Engineering 2013-01-29

A series of triaxial creep tests were carried out on fractured limestone specimens under multilevel loading and unloading cycles to capture elastoviscoplastic strain components. new data processing algorithm was proposed analyze the experimental data, determine instantaneous elastic plastic components viscoelastic viscoplastic from total strain, separate curves curve. The versus deviatoric stress relationships are highly nonlinear. proportion component in increases with increased stress. On...

10.1061/(asce)gm.1943-5622.0001033 article EN International Journal of Geomechanics 2017-11-02

This paper investigates fracture toughness and subcritical crack growth of marble, lherzolite, amphibolite under different environments aiming to better understand the effect environment, especially acidic solution, on fracturing behavior three rocks. Specifically, a series load relaxation (RLX) rapid loading tests were performed double-torsion (DT) specimens velocity V versus stress intensity factor KI relation evaluate KIC for studied rocks in air, distilled water, solutions with pH 6.0...

10.1061/(asce)gm.1943-5622.0001779 article EN International Journal of Geomechanics 2020-06-04

Mine tailings, or mill tailings (MTs), are highly susceptible to wind erosion (dust) and have brought about different environmental safety concerns. Many efforts been attempted stabilize MTs for dust control, but all drawbacks. The current study investigates the feasibility of using two natural renewable biopolymers, xanthan gum guar gum, control. Moisture retention tunnel tests were performed evaluate, respectively, enhancement water capacity improvement resistance dispersal after treated...

10.1061/(asce)gt.1943-5606.0001240 article EN Journal of Geotechnical and Geoenvironmental Engineering 2014-10-27

10.1016/j.ijrmms.2010.09.001 article EN International Journal of Rock Mechanics and Mining Sciences 2010-09-28
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