Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations
The result of experimental studies of the operation of CFA piles in weak clay soils arranged for the foundations of renovated buildings are presented. A method using data on the auger impressing force and the physical-mechanical characteristics of the soils around the shaft of the CFA pile is proposed for calculating the carrying capacity of the soils.
CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations
The result of experimental studies of the operation of CFA piles in weak clay soils arranged for the foundations of renovated buildings are presented. A method using data on the auger impressing force and the physical-mechanical characteristics of the soils around the shaft of the CFA pile is proposed for calculating the carrying capacity of the soils.
CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations
Polishchuk, A. I. (Autor:in) / Tarasov, A. A. (Autor:in)
2017
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations
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DISCUSSIONS - Moment-Carrying Capacity of Short Pile Foundations in Cohesionless Soil
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