Ground Improvement by Deep Vibratory Methods - Kirsch, Klaus; Kirsch, Fabian (CRC Press, 2016)
Keywords: Agribusiness and primary industries; backfill; Civil; Civil engineering; Civil engineering, surveying and building; CivilEngineeringnetBASE; column; Column Group; columns; compaction; concrete; Construction; depth; Depth Vibrator; Economics, Finance, Business and Management; Engineering; ENGnetBASE; Fine Grained Cohesive Soils; Foundations; Foundations and Piling; Ground Improvement Method; Industry and industrial studies; Liquefaction Resistance; Magnitude Scaling Factor; material; Nonfiction; replacement; SCI-TECHnetBASE; Soil & Rock; Soil Behavior Type Index Ic; Soil Mechanics; Soil stabilization; STMnetBASE; stone; Stone Backfill; Stone Column; Stone Column Material; Stress Concentration Factor; Technology; Technology & Engineering; Technology, Engineering, Agriculture, Industrial processes; Trial Compaction; TU Berlin; Unit Cell Concept; Vibratory compacting; vibro; Vibro Compaction; Vibro Concrete Column; Vibro Flotation; Vibro Replacement; Vibro Replacement Stone Columns; Vibro Stone Columns; concrete; Soil Behavior Type Index; Column Group; columns; Cpt; Vibro Flotation; Stone Column; Depth Vibrator; Ground Improvement Method; Stress Concentration Factor; Vibro Compaction; Liquefaction Resistance; Cpt Tip Resistance; Vibro Replacement Stone Columns; Magnitude Scaling Factor; compaction; backfill; Vibro Concrete Column; Soil Behavior Type Index Ic; Stone Backfill; Stone Column Material; TU Berlin; Compaction Probe; column; Trial Compaction; stone; depth; material; Unit Cell Concept; Vibro Stone Columns; Vibro Replacement; Fine Grained Cohesive Soils; Improvement Factor; vibro; replacement