Zhongjie Zhang

ORCID: 0000-0002-9701-063X
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About
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Research Areas
  • Geotechnical Engineering and Underground Structures
  • Infrastructure Maintenance and Monitoring
  • Asphalt Pavement Performance Evaluation
  • Geotechnical Engineering and Soil Stabilization
  • Geotechnical Engineering and Analysis
  • Geotechnical Engineering and Soil Mechanics
  • Advanced Combustion Engine Technologies
  • Transport Systems and Technology
  • Geophysical Methods and Applications
  • Grouting, Rheology, and Soil Mechanics
  • Geotechnical and construction materials studies
  • Concrete and Cement Materials Research
  • Innovative concrete reinforcement materials
  • Freezing and Crystallization Processes
  • Concrete Corrosion and Durability
  • Vehicle emissions and performance
  • Aerodynamics and Fluid Dynamics Research
  • Food Drying and Modeling
  • Structural Health Monitoring Techniques
  • Soil and Unsaturated Flow
  • Seismic Waves and Analysis
  • Biodiesel Production and Applications
  • Microgrid Control and Optimization
  • Advanced Sensor and Control Systems
  • Refrigeration and Air Conditioning Technologies

Academy of Military Transportation
2017-2025

Beijing Normal University
2024

Xi'an Jiaotong University
2023-2024

Shanghai Urban Construction Design and Research Institute (Group)
2017-2024

Heilongjiang University
2022-2024

China Meteorological Administration
2023-2024

Hebei Meteorological Bureau
2022-2024

Zhejiang Lab
2024

Academy of State Administration of Grain
2008-2024

National University of Defense Technology
2023

A soil engineering classification derived from the cone penetration test (CPT) involves uncertainty of correlation between composition and mechanical behavior. This results in overlaps different types currently used CPT systems. Accordingly, two statistical criteria, region estimation point estimation, are suggested to address this problem. Further, a new fuzzy subset approach is introduced develop truly independent classification, establish transition conventional classifications by...

10.1061/(asce)1090-0241(1999)125:3(179) article EN Journal of Geotechnical and Geoenvironmental Engineering 1999-03-01

To facilitate the use of recycled materials in pavement construction, a mechanistic-based approach is required to better characterize base materials. This paper demonstrates application shakedown theory behavior traditional and based on laboratory repeated load triaxial (RLT) tests full-scaled accelerated loading tests. A new that dissipated energy proposed explain different responses tested under loading. The illustrated there are two during RLT tests, namely, stable unstable responses,...

10.1061/(asce)0733-947x(2010)136:3(214) article EN Journal of Transportation Engineering 2010-02-16

Three testing methods for predicting the durability of cement-stabilized soils—the tube suction (TS), 7-day unconfined compression strength (UCS), and wetting–drying tests—were tested compared their correlations influence factors using a problematic low plastic silt clay from subgrade commonly encountered in Louisiana. A series samples was molded at six different cement dosages (2.5, 4.5, 6.5, 8.5, 10.5, 12.5% by dry weight soil) four molding moisture contents (15.5, 18.5, 21.5, 24.5%). The...

10.1061/(asce)1090-0241(2008)134:2(203) article EN Journal of Geotechnical and Geoenvironmental Engineering 2008-01-18

The placement of an asphalt overlay on top existing pavement is rarely a lasting solution. Due to continuous movement the pavement, discontinuities such as cracks and joints propagate through causing reflection cracking. Reflection cracking serious challenge associated with rehabilitation. Practical experience shows that propagates at rate 1 in. per year. As need grows for new rehabilitation methodologies improve performance overlays against cracking, number state transportation agencies...

10.1016/j.ijprt.2016.05.001 article EN cc-by-nc-nd International Journal of Pavement Research and Technology 2016-05-01

In September of 2005, Hurricane Katrina devastated New Orleans and caused sustained flooding. Limited pre- postflooding tests indicated that the pavement structures tested were adversely impacted by flood water. Consequently, Louisiana Dept. Transportation Development hired an independent contractor to structurally test approximately 383 km (238mi) region's federally aided urban highway system both inside outside flooding area. Falling weight deflectometer (FWD) performed every 161 m (0.1mi)...

10.1061/(asce)1090-0241(2008)134:5(633) article EN Journal of Geotechnical and Geoenvironmental Engineering 2008-04-16

Non-structural parameters such as surface distresses and ride quality have commonly been used functional indicators in the treatment selection process. However, transportation agencies considered recent years implementing structural capacity into their pavement management system (PMS) decision-making processes. The objective of this study was to develop a condition index for Louisiana, known Structural Health Index (SHI), on scale from 0 100 that describes integrity structure based...

10.1080/10298436.2016.1149838 article EN International Journal of Pavement Engineering 2016-02-24

When adjacent foundation pits are excavated concurrently, the stress and deformation of soil structures affected by their interactions. This paper investigates performance two deep in Shanghai soft clay. These were concurrently with respective excavation depths 15.45 18.50 m 20-mm-wide confined middle zone (middle pits). The behavior wall deflections was examined on basis measured data. Results indicated that (1) greater lateral deflection rates observed for walls side (distant from pits)...

10.1061/(asce)cf.1943-5509.0001184 article EN Journal of Performance of Constructed Facilities 2018-05-11

10.1016/j.matdes.2011.08.047 article EN Materials & Design (1980-2015) 2011-09-18

The Rolling Wheel Deflectometer (RWD) offers the benefit to measure pavement deflection without causing any traffic interruption or compromising safety along tested road segments. This paper presents a detailed field evaluation of RWD system in Louisiana, which 16 sites representing wide array conditions were tested. Measurements used assess repeatability measurements, effect truck speeds, and relationship between (FWD) measurements conditions. On basis results experimental program, it was...

10.1061/(asce)te.1943-5436.0000349 article EN Journal of Transportation Engineering 2011-09-21

To improve engine power at high altitude, the regulated two-stage turbocharger (RTST) which was applied to different altitudes developed by authors. The working process model of heavy-duty common-rail diesel matched with RTST built study regulating characteristic variable geometry (VGT) vane and both turbine bypass valves also matching performance altitudes. control scheme operating conditions first put forward, optimal opening maps VGT were obtained. results show that openings decrease...

10.1115/1.4036283 article EN Journal of Engineering for Gas Turbines and Power 2017-03-17

Nonstructural factors, such as surface distresses and ride quality, have been commonly used the main indicators of in-service pavement conditions. In last decade, concept implementing a structural condition index in management system (PMS) to complement functional indices has become an important goal for many highway agencies. The rolling wheel deflectometer (RWD) provides ability measure deflection while operating at posted speed limits causing no user delays. objective this study was...

10.1061/(asce)te.1943-5436.0000891 article EN Journal of Transportation Engineering 2016-07-11

Although the use of a controlled atmosphere is one most successful storage techniques, mechanism thereof in rice remains unclear. We stored aromatic cultivar Daohuaxiang package filled with 98 % N2 and 35 CO2 for 3 months. investigated 2-acetyl-1-pyrroline loss, enzyme activities, proteomics changes during storage. The results showed that content was reduced by 37.40 %, 25.65 43.89 using N2, storage, conventional Controlled slowed down increase malondialdehyde Daohuaxiang. 26S proteasome...

10.1016/j.fochx.2023.101005 article EN cc-by-nc-nd Food Chemistry X 2024-01-19
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