Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Static and dynamic pore pressure in sandy soils
Conclusion The development of pore pressure under undrained conditions during cyclic effects is similar, on the whole, to its development under static effects, and corresponds rigorously to the appearance of dilatance laws governing the deformation of the soils under drained conditions.
Static and dynamic pore pressure in sandy soils
Conclusion The development of pore pressure under undrained conditions during cyclic effects is similar, on the whole, to its development under static effects, and corresponds rigorously to the appearance of dilatance laws governing the deformation of the soils under drained conditions.
Static and dynamic pore pressure in sandy soils
Zaretskii, Yu. K. (Autor:in) / Vorontsov, É. I. (Autor:in) / Baizakov, A. A. (Autor:in)
1991
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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