Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Buckling of slender piles in soft soils
Buckling of piles is prevented by the surrounding soil. Therefore, in sufficiently stiff soils, there is no risk of pile buckling with conventional geometry (L/D ratio). National and international design codes require checks ofthe safety against buckling for slender piles in soils with undrained shear strengths of c(u) < 15 kPa or c(u)
Buckling of slender piles in soft soils
Buckling of piles is prevented by the surrounding soil. Therefore, in sufficiently stiff soils, there is no risk of pile buckling with conventional geometry (L/D ratio). National and international design codes require checks ofthe safety against buckling for slender piles in soils with undrained shear strengths of c(u) < 15 kPa or c(u)
Buckling of slender piles in soft soils
Vogt, Norbert (Autor:in) / Vogt, Stefan (Autor:in) / Kellner, Christian (Autor:in)
Bautechnik ; 86 ; 98-112
2009
15 Seiten, 35 Bilder
Aufsatz (Zeitschrift)
Deutsch
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