Reprint

Characterization, Applications and New Technologies of Civil Engineering Materials and Structures

Edited by
May 2024
384 pages
  • ISBN978-3-7258-1102-1 (Hardback)
  • ISBN978-3-7258-1101-4 (PDF)

This book is a reprint of the Special Issue Characterization, Applications and New Technologies of Civil Engineering Materials and Structures that was published in

Chemistry & Materials Science
Engineering
Physical Sciences
Summary

With the continuous development of large-scale maintenance of infrastructure, accurate, reasonable, and efficient mechanical behavior evaluation and performance prediction of civil materials and structures have become the keys to improving service durability and intelligent maintenance management for infrastructure. The multi-component composition, multi-scale characteristics, and multi-field dependence of civil materials lead to extremely complex mechanical behaviors. The phenomenological method based on empirical tests is an important means to understand and evaluate civil materials, but its low efficiency and high consumption cannot meet the design and application requirements of civil materials. Numerical simulation has gradually become an important tool to study and understand the mechanical behavior of civil materials and structures, including the finite element method, discrete element method, molecular dynamics simulation, etc. In addition, the rapid development of numerical simulations has greatly promoted the modeling and simulation of civil materials. Considering the above, the aim of this Special Issue is to bring together cutting-edge research and application. To share, present, and discuss innovative materials, structures, and characterization methods may help us further develop the technology used in civil engineering.

Format
  • Hardback
License and Copyright
© 2024 by the authors; CC BY-NC-ND license
Keywords
asphalt mixture; granular lignin fiber; flocculent lignin fiber; basalt fiber; fiber dosage; monotonic tensile tests; strain-controlled direct tensile fatigue tests; SEM; magnesium potassium phosphate cement (MKPC); sulfate attack; dry–wet cycles; strength change; volume stability; digital image correlation; bitumen binder; numerical modeling; polyphosphoric acid; styrene butadiene rubber-modified asphalt; ultraviolet aging; rheological properties; modification mechanism; steel box arch bridge; hydration heat effect; water pipe cooling; sunshine temperature effect; closure temperature; crumb rubber; epoxidized soybean oil; polyester fiber; response surface methodology; storage stability; asphalt–aggregate interface; self-healing level; moisture and aging; healing potential of asphalt mixture; finite element simulation; hydrated lime; basalt fiber; thermal aging; fatigue properties; self-healing performance; recycled aggregate; pretreatment method; compressive performance improvement; failure mechanism; goaf treatment; grouting material; foamed lightweight soil; water–solid ratio; tensegrity structures; initial prestress forces; infinitesimal mechanism; parametric resonance; instability region; silty mudstone; unloading path; mechanical properties; shear strength; failure morphology; recycled asphalt; materials design; mechanical performance; response surface methodology; regression model; drainage piles; shake table tests; liquefiable soils; excess pore pressure; discharge flow; ultra-high-performance concrete; steel slag powder; grouting steel-pipe; flexural performance; foamed lightweight soils; foam stability; pore structure; literature review; industrial solid waste; tunnel grouting materials; performance; applications; asphalt mixture; performance evaluation; ultrasonic testing technology; ultrasonic pulse velocity; grey correlation analysis; dynamic modulus; geotextiles; tensile and puncture properties; failure mechanism; low temperature; moisture content; fiber content; alkali-activated binder; tensile strength; fracture energy; reinforcement mechanism; tensile–compression ratio; trench backfilling; controlled low-strength materials (CLSM); flowability; compressive strength; n/a