Reprint

New Frontiers in Sustainable Geotechnics

Edited by
February 2023
364 pages
  • ISBN978-3-0365-6527-9 (Hardback)
  • ISBN978-3-0365-6528-6 (PDF)

This book is a reprint of the Special Issue New Frontiers in Sustainable Geotechnics that was published in

Biology & Life Sciences
Chemistry & Materials Science
Computer Science & Mathematics
Engineering
Environmental & Earth Sciences
Physical Sciences
Summary

With increasing awareness about environmental sustainability issues, the geotechnical engineering community is in search of sustainable materials, innovative applications and ground improvement technologies which are resilient to climate change, involve low carbon emissions, are ecologically friendly and affordable, yet effective. As such, this reprint brings together 18 novel contributions providing the state-of-the-art in “Sustainable Geotechnics” with special focus on the reuse and recycling of waste materials in geotechnical applications as well as sustainable design, construction, and monitoring of the performance of geostructures. This reprint may be of particular interest to geotechnical professional engineers and researchers who are facing the challenging task of increasing the sustainability and resiliency of geotechnical assets and infrastructures.

Format
  • Hardback
License
© 2022 by the authors; CC BY-NC-ND license
Keywords
cement bound base course; unbound base course; compaction technology; Proctor test; vibrating hammer test; recycled rubber; geotechnical properties; diesel; contaminated soil; clay; environmental geotechnics; impact monitoring; geotechnical influence; ground improvement; soil nailing system; soil characteristics; soil slope; foundation pressure; nailed soil; end-of-life tires; recycling; gravel–rubber mixtures; sustainable geotechnical applications; foundation systems; soil freezing; probability; return period; reliability; correction coefficient; depth of ground freezing; pullout test; retaining structures; gabions; bearing resistance; welded steel grid; woven steel grid; reinforcement of embankments; safety factor; Neogene clay elevation; Warsaw Slope; finite element method; electrical resistivity tomography; biomineralization; Bacillus pasteurii; marine clay; MICP; soil improvement; acidic soil; soil treatment; ammonia-soda residue; compressibility; constant rate of strain; drained; shear strength; triaxial test; calcium carbonate precipitation induced by microorganisms; silt; void ratio; fine particle content; unconfined compressive strength; permeability coefficient; XRD; SEM; stepped spillways; flow 3D; energy dissipations; pressure profiles; cavitation; incremental equations; non-cohesive soil; partial saturation; liquefaction; Taiwan mudstone; engineering compaction; cement paste; engineering material improvement; machine learning; decision trees; random forests; penetrometer; MWD; rigid inclusions; soil stabilization; chitosan; non-traditional additives; soil shear modulus; temporary geotechnical structures; MICP; calcium carbonate; HPMC; surface strength; ammonia retention rate; wind erosion resistance; reinforced soil walls; experimental tests; facing displacements; analytical methods; n/a