Earthquake-Induced Shear Stresses in Soils

Closed-form expressions for the earthquake-induced shear stress magnitude in soils and its phase shift with respect to the ground acceleration are presented. They are expressed as functions of the depth, the damping ratio of the soil, and the thickness of the resonant layer. In the development of th...

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Bibliographische Detailangaben

Veröffentlicht in:	Journal of geotechnical engineering 1988-12, Vol.114 (12), p.1437-1441
1. Verfasser:	Harrop-Williams, Kingsley O
Format:	Artikel
Sprache:	eng
Schlagworte:	liquefaction shear stress soil mechanics TECHNICAL NOTES
Online-Zugang:	Volltext
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