Chaozhe Zhang

ORCID: 0000-0001-7465-3993
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About
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Research Areas
  • Geotechnical Engineering and Soil Stabilization
  • Grouting, Rheology, and Soil Mechanics
  • Geotechnical Engineering and Analysis
  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Soil Mechanics
  • Concrete and Cement Materials Research
  • Supercapacitor Materials and Fabrication
  • Microbial Applications in Construction Materials
  • Soil and Unsaturated Flow
  • Magnesium Oxide Properties and Applications
  • Structural Behavior of Reinforced Concrete
  • Civil and Geotechnical Engineering Research
  • Advancements in Battery Materials
  • Recycling and utilization of industrial and municipal waste in materials production
  • Climate change and permafrost
  • Structural Load-Bearing Analysis
  • Materials Engineering and Processing
  • ZnO doping and properties
  • Hydraulic Fracturing and Reservoir Analysis
  • Copper-based nanomaterials and applications
  • Electrospun Nanofibers in Biomedical Applications
  • CO2 Sequestration and Geologic Interactions
  • Topic Modeling
  • Advanced battery technologies research
  • Digital Humanities and Scholarship

Southeast University
2020-2024

Nanjing Institute of Railway Technology
2023-2024

Nanjing Architecture Design and Research Institute
2024

Nanjing University of Science and Technology
2024

Technical University of Munich
2023-2024

Qingdao University of Science and Technology
2021-2023

Northeastern University
2019-2020

The existing Beijing Pingguoyuan Subway Station was extended through a extension project. excavation for the located directly above station. Complex interactions exist between structure and retaining pile wall of excavation. Based on this project, three-dimensional finite element models were established to investigate mechanical characteristics embedded non-embedded walls. A parametric analysis performed both types stress deformation walls structures analyzed. results show that when bottom...

10.3389/feart.2022.1079837 article EN cc-by Frontiers in Earth Science 2023-01-06

Microbially induced carbonate precipitation (MICP) has been utilized as a new method to improve loess soil strength. In this study, we investigated the influence of main parameters on shear strength MICP-treated specimens. Initially, culture media with different formulas and pH values were examined identify most efficient medium for soil. To explore behavior under general stress levels, unconfined compressive (UCS) tests triaxial relevant compression vertical loads performed calcium sources,...

10.1155/2024/8001743 article EN cc-by Geofluids 2024-03-15

Saline soil is characterized by high concentrations of soluble salts, which can pose hazards such as frost heaving, uneven thaw settlement, and concrete erosion, especially subjected to freeze-thaw (F-T) cycles in the seasonal frozen regions. This study aims at investigating cement micro-silica treatments effect on changes microstructure, strength property durability compacted saline soil, evaluating suitability potential industrial waste materials for altering mechanical behaviors...

10.1016/j.cscm.2023.e02518 article EN cc-by-nc-nd Case Studies in Construction Materials 2023-09-29

Regarding a novel and low-carbon composite pile, the MgO-carbonated pile (MCP) is formed by pervious concrete (inner core) at center of deep magnesia (MgO) mixing column (outer subjected to forced carbonation. The shaft resistance MCP primarily governed interface concrete–carbonated soil. Understanding interface's shear behavior strength crucial for design safety assessment MCP. In this paper, series direct tests were conducted analyze behaviors soil interface. aim was evaluate impact key...

10.1061/ijgnai.gmeng-9401 article EN International Journal of Geomechanics 2024-01-23

Red clay with features of high liquid (plastic) limit, low permeability, medium-low compressibility and strength is widely used in anti-seepage projects including roadbed, earth dam, tailings landfill cover. This study investigates the hydraulic conductivity propagation desiccation cracks compacted red Dalian, China, considering effect freeze-thaw (F-T) cycles saline intrusion. A series specimens were subjected to different F-T at various controlled salt concentration 0.2% 4%. The surface...

10.3390/su15043858 article EN Sustainability 2023-02-20

This study presents a novel construction pre-supporting system for large underground space excavation with shallow depth, Steel Tube Slab (STS), in which adjacent steel pipes are connected by couple of flanges, bolts and concrete flexural capacity lateral stiffness the whole structure. The STS method is employed first time ultra-shallow buried span subway station China, during ground settlement structural deformation monitored. A numerical model established reliability verified monitored...

10.1098/rsos.181035 article EN cc-by Royal Society Open Science 2019-02-01

Experimental studies about the flexural performance of channel steel tube slab (CSTS) structure subjected to concentrated loads were carried out, with considering various spacing adjacent tubes, longitudinal between and missing tensile steel. A self-designed device equipped particle image velocimetry (PIV) technology was used monitor continuous deformation concrete cracking characteristics. In this study, mechanism CSTS serving in underground engineering analyzed, a theoretical model for...

10.1177/1369433220915795 article EN Advances in Structural Engineering 2020-04-16

Recent advancements in text-to-image generation have been propelled by the development of diffusion models and multi-modality learning. However, since text is typically represented sequentially these models, it often falls short providing accurate contextualization structural control. So generated images do not consistently align with human expectations, especially complex scenarios involving multiple objects relationships. In this paper, we introduce Scene Graph Adapter(SG-Adapter),...

10.48550/arxiv.2405.15321 preprint EN arXiv (Cornell University) 2024-05-24

Carbonation technology using MgO and CO2 has been considered a rapid, effective, environmentally friendly method for improving weak soils, mainly applied in shallow foundation treatments. This study introduced novel MgO-carbonated composite pile (MCP) technique developed by injecting through gas-permeable pipe into MgO-mixing column carbonation solidification its applications subgrade Several field tests were carried out to the characteristics of MCP as well performance MCP-reinforced...

10.1139/cgj-2024-0361 article EN Canadian Geotechnical Journal 2024-11-20

As the composite pile, precast concrete piles reinforced with cement-treated soil (PCCS) is formed by driving cement (PC) pile into deep mixing (DM) column, which has been successfully and widely utilized to support buildings embankments over soft soil. To increase spacing give full play economic merits of PCCS, a reinforcement scheme, involves combined use rigid flexible columns, employing penetrated PCCSs floating DM columns proposed for ground treatment. However, there lack feasible...

10.1155/2023/7371850 article EN cc-by Geofluids 2023-02-18
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