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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; calcium carbonate; HPMC; surface strength; ammonia retention rate; wind erosion resistance; reinforced soil walls; experimental tests; facing displacements; analytical methods; n/a