Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Landslide at Yui and its countermeasure
Following landslide of Mar 14 1961 on steep mountain slope facing Suruga Bay, investigation was initiated for purpose of stabilization of landslide; there are two surfaces of rupture, at 2.5 to 7.0 m and at 40 m; landcreeping area on first surface of rupture is active now and most of soil mass is formed of weak clay which is very difficult to improve; numerous faults, fissured zones and springs in landslide area contribute to instability of area; program of soil mass removal, surface and underground water drainage is recommended.
Landslide at Yui and its countermeasure
Following landslide of Mar 14 1961 on steep mountain slope facing Suruga Bay, investigation was initiated for purpose of stabilization of landslide; there are two surfaces of rupture, at 2.5 to 7.0 m and at 40 m; landcreeping area on first surface of rupture is active now and most of soil mass is formed of weak clay which is very difficult to improve; numerous faults, fissured zones and springs in landslide area contribute to instability of area; program of soil mass removal, surface and underground water drainage is recommended.
Landslide at Yui and its countermeasure
Soil Foundation
Taniguchi, T. (Autor:in) / Watari, M. (Autor:in)
1965
19 pages
Aufsatz (Zeitschrift)
Englisch
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ID 202 COUNTERWEIGHT AS JATIGEDE DAM LANDSLIDE STABILITY COUNTERMEASURE
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