PSEUDO-STATIC ANALYSIS FOR EARTH THRUST COMPUTATIONS

Autor:	Venanzio R. Greco
Rok vydání:	2003
Předmět:	Computer simulation Lateral earth pressure Computation Geotechnical engineering Thrust Mechanics Pseudo static Geotechnical Engineering and Engineering Geology Retaining wall Wedge (geometry) Geology Civil and Structural Engineering Seismic analysis
Zdroj:	SOILS AND FOUNDATIONS. 43:135-138
ISSN:	1341-7452
DOI:	10.3208/sandf.43.2_135
Popis:	The active thrust on retaining walls in seismic conditions can be evaluated using the method of Mononobe and Okabe. In this approach, Arango proposed considering a modified thrust wedge, in order to use the analytical solution obtained by Mueller-Breslau. The same result can be achieved, in a more general and simple form, by modifying the shear strength angle of the soil, the friction angle between soil and wall and the soil unit weight.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f1ac047c5efd415fb561b36e4517d6a0 https://doi.org/10.3208/sandf.43.2_135 Zobrazit plný text záznamu