Quanbin Jin

ORCID: 0000-0003-2683-6378
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About
Contact & Profiles
Research Areas
  • Geotechnical Engineering and Soil Mechanics
  • Geotechnical Engineering and Analysis
  • Geotechnical Engineering and Soil Stabilization
  • Geotechnical Engineering and Underground Structures
  • Innovative concrete reinforcement materials
  • Phase Change Materials Research
  • Solar Thermal and Photovoltaic Systems
  • Soil and Unsaturated Flow
  • Diverse Academic Research Analysis
  • Geothermal Energy Systems and Applications
  • Geophysical Methods and Applications
  • Concrete Properties and Behavior
  • Groundwater flow and contamination studies
  • Concrete and Cement Materials Research

Southeast University
2022-2024

Wenzhou University
2018-2019

Geopolymers made from ground granulated blast-furnace slag and fly ash could effectively address the issues of high energy consumption emissions associated with Portland cement, which is commonly used as a soil curing agent. In this study, unconfined compressive strength microstructure geopolymer-solidified sand were presented analyzed. The study focused on effect type ratio activator, to ash, water (activator cementitious materials) (W/(A+C)) behavior geopolymer stabilized sand. results...

10.1016/j.cscm.2024.e03279 article EN cc-by-nc-nd Case Studies in Construction Materials 2024-05-12

10.1016/j.soildyn.2019.01.038 article EN Soil Dynamics and Earthquake Engineering 2019-02-09

The preloading method has been widely applied in land reclamation as a green and economical approach to ground improvement. To improve the consolidation behavior, addition of lime generally improves soil performance. In this article, modified oedometer equipped with tactile pressure sensor bender–extender element is employed. effects treatment on geotechnical properties dredged mud are investigated; these include coefficient earth at rest (K0), settlement, drainage evolution elastic wave...

10.1080/1064119x.2018.1527421 article EN Marine Georesources and Geotechnology 2018-11-14

Recent advances in the preloading technologies and detection used to measure different soil properties (e.g., settlement, drainage, shear strength, elastic wave velocity, degree of consolidation) have provided a new opportunity refine improve treatment methods. In this study, series tests were conducted using remolded dredged slurry sample containing lime contents (0%, 2%, 4%, 8%) modified vacuum device with porometer, bending element, tactile pressure sensor. The consolidation behavior...

10.1080/1064119x.2019.1679927 article EN Marine Georesources and Geotechnology 2019-10-24

Groundwater flowing through a nonaqueous-phase liquid (NAPL) source zone may generate large NAPL-contaminated saturated soils and act as long-term of groundwater contamination. Remediation efficiency cost are greatly influenced by an accurate prediction the thermal conductivity soils. In this work, series tests were carried out using probe method to investigate influencing factors together with model. The results show that contaminated soil versus NAPL content can be divided into three...

10.1061/joeedu.eeeng-7383 article EN Journal of Environmental Engineering 2023-09-25
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