Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Subsoil
For preliminary designs, this chapter presents the mean characteristic values (index k) in a table that may be used as empirical values for a larger body of soil. Without verification, the values in the table may only be assumed for low penetration resistance or soft consistency. The number and layout of boreholes and penetrometer tests must always be such that all the characteristics of the subsoil relevant to the planning are established and a sufficient number of suitable soil samples is obtained for the laboratory tests. The chapter also presents the results of the soil investigations that are compiled in a geotechnical report according to DIN EN 1997‐1 (3.4) or DIN EN 1997‐2 (6). Determination of the shear strength of saturated, undrained cohesive soils (R 88) and assessment of the subsoil for the installation of piles and sheet piles and for selecting the installation method (R 154) are also discussed.
Subsoil
For preliminary designs, this chapter presents the mean characteristic values (index k) in a table that may be used as empirical values for a larger body of soil. Without verification, the values in the table may only be assumed for low penetration resistance or soft consistency. The number and layout of boreholes and penetrometer tests must always be such that all the characteristics of the subsoil relevant to the planning are established and a sufficient number of suitable soil samples is obtained for the laboratory tests. The chapter also presents the results of the soil investigations that are compiled in a geotechnical report according to DIN EN 1997‐1 (3.4) or DIN EN 1997‐2 (6). Determination of the shear strength of saturated, undrained cohesive soils (R 88) and assessment of the subsoil for the installation of piles and sheet piles and for selecting the installation method (R 154) are also discussed.
Subsoil
22.07.2015
16 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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