Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Failure of embankment foundation
Under assumptions that foundation is of homogeneous, isotropic, perfectly elastic material and pores are filled with water, equation for pore water pressure is derived; stress distribution; distribution of pore water pressure in embankment foundation.
Failure of embankment foundation
Under assumptions that foundation is of homogeneous, isotropic, perfectly elastic material and pores are filled with water, equation for pore water pressure is derived; stress distribution; distribution of pore water pressure in embankment foundation.
Failure of embankment foundation
Kyoto Univ. Disaster Prevention Research Inst -- Bul
Murayama, S. (Autor:in) / Akai, K. (Autor:in)
1954
15 pages
Report
Englisch
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Method of widening embankment foundation at embankment-penetrating building
Europäisches Patentamt | 2020
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