Građevinar, Vol. 53 No. 02., 2001.
Stručni rad
Foundations for structures on improved soil
Robert Gotić
Ivan Gotić
Sažetak
Deep vibration-based compaction procedures, as used in building foundations in cohesionless soil, are described. Theoretical background data are presented, application limits are defined and framework is set for interpretation of geotechnical parameters after improvement of foundation soil. Methods used for checking foundation soil after improvement are presented on a concrete example. The notion of "shallow foundations on improved soil" is introduced and the analysis of foundation soil is performed for cohesive and cohesionless soils.
Ključne riječi
structure; foundations; weak soil; improved soil; cohesive soil; cohesionless soil
Hrčak ID:
12215
URI
Datum izdavanja:
12.3.2001.
Posjeta: 19.688 *