A numerical procedure to compute bearing capacity of shallow foundations

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 會議論文 > Item 987654321/36167

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题名:	A numerical procedure to compute bearing capacity of shallow foundations
作者:	祝錫智;Chu, Shi-chih;Kao, Kwo-jane
贡献者:	淡江大學土木工程學系
关键词:	Shallow foundations;Load bearing capacity;Numerical methods;Shear failures;Shear stress;Friction;Distinguished engineers
日期:	1993-06-07
上传时间:	2010-01-11 10:14:58 (UTC+8)
摘要:	A simple numerical procedure of calculation of bearing capacity of shallow foundation is proposed. This procedure employs the Terzaghi-Prandtl model of general shear failure. In this paper, the roughness of foundation base is somewhat between ideal rough and ideal smooth. The friction angle utilized in the computation is modified by an empirical equation from the friction angle of soil, when the friction angle of soil is larger than 30°. The computed bearing capacity is the average value of the bearing capacities of the different roughness angles of base changing from the ideal rough to ideal smooth. The computed bearing capacity compares favorable with the field and laboratory data.
關聯:	Computing in civil and building engineering, Anaheim, California USA, pp.1404-1410
显示于类别:	[土木工程學系暨研究所] 會議論文

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