Reprint

Advancing Sustainability in Geotechnical Engineering

Edited by
July 2024
326 pages
  • ISBN978-3-7258-1636-1 (Hardback)
  • ISBN978-3-7258-1635-4 (PDF)
https://doi.org/10.3390/books978-3-7258-1635-4 (registering)

Print copies available soon

This book is a reprint of the Special Issue Advancing Sustainability in Geotechnical Engineering that was published in

Business & Economics
Environmental & Earth Sciences
Social Sciences, Arts & Humanities
Summary

Geotechnical engineering is a key element linking engineering construction with the earth, including foundation engineering, slope engineering, tunnel engineering, mining engineering, etc. To promote the sustainable development of geotechnical engineering, it is necessary to fully utilize the bearing capacity of rock and soil mass; reduce the amount of building materials with high carbon emissions, such as concrete and reinforcement; and minimize the workload. To achieve engineering construction objectives, it has become a hot topic of global concern to modify rock and soil mass; improve the anti-floating, anti-flood, and anti-seismic capabilities of geotechnical engineering; and avoid polluting, damaging, and influencing the ecological environment around geotechnical engineering sites.

The aim of ‘Advancing Sustainability in Geotechnical Engineering’ was to require geotechnical engineers to actively respond to various natural disasters, implement energy conservation and emission reduction, and achieve friendly, coordinated and sustainable development of geotechnical engineering and the ecological environment during the investigation, design, and construction processes. In addition, in this Special Issue, we hope to showcase original and innovative research papers highlighting the most challenging new methods, materials, equipment, and techniques relevant to promoting sustainable development in geotechnical engineering.

Format
  • Hardback
License and Copyright
© 2024 by the authors; CC BY-NC-ND license
Keywords
sandstone; water content; mechanical properties; acoustic emission; failure mode; EDEM; soil rheology; settlement; creep; plate foundation; geotechnical engineering; expansive soil; swelling; stabilization; foundations; uplift force; granular anchor pile; helical pile; numerical simulation; blind bolt; concrete-filled steel tubular column; T-stub; composite joint; finite element analysis; tunnel; TBM; fracture zone; numerical simulation; microbial biomineralization; Sporosarcina pasteurii; potential gradient; calcium carbonate; anchor cable installation; disaster prevention; DEM-MBD joint simulation; bit anchor cable; dynamic characteristics; simplified design method; load efficiency; geosynthetic tension; geosynthetic-reinforced pile-supported embankments; compound dynamic disasters; rock burst; coal and gas outburst; gas pressure; failure mode; briquette; foundation pit partition wall; spatial effects; adjacent pile foundation; support effect; rock mass classification; Q-system; Q-slope; geological strength index (GSI); uranium tailings; solidification; uranium removal; microorganism; calcium carbonate; paper sludge; magnesium chlorox cement; tensile-shear conversion factor; strain energy; damage modes; rock mechanics; high-temperature water-cooling cycle; uniaxial compression; acoustic emission characteristics; reserved roadway; roof cutting and pressure releasing; surrounding rock damage; hard roof; grouting anchor; shield tunnelling; surface settlement; grey relational analysis; numerical simulation; influential parameters; rock mechanics; drilling under pressure; uniaxial compression; numerical simulation; energy dissipation; n/a