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Titlebook: Soils and Foundations for Architects and Engineers; Chester I. Duncan Book 1992 Springer Science+Business Media New York 1992 construction

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书目名称Soils and Foundations for Architects and Engineers
编辑Chester I. Duncan
视频video
图书封面Titlebook: Soils and Foundations for Architects and Engineers;  Chester I. Duncan Book 1992 Springer Science+Business Media New York 1992 construction
描述.Soils and Foundations for Architects and Engineers.provides in-depth, yet simplified, information on the more commonlyencountered aspectsof soils mechanics and foundations.It alsoredefines and clarifiesmany frequently misunderstood aspects of soilmechanics andfoundations such as the actual failure mode of footingdue toexcessive vertical or lateral pressure theory and the effectofgroundwater.
出版日期Book 1992
关键词construction; design; foundation; soil mechanics
版次1
doihttps://doi.org/10.1007/978-1-4757-6545-8
isbn_ebook978-1-4757-6545-8
copyrightSpringer Science+Business Media New York 1992
The information of publication is updating

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Lateral Earth Pressure,t be properly designed until the designer has a clear understanding of the physical properties and in-place characteristics of the earth whose pressure the wall is to restrain. The purpose of this section is to develop the equations from which reasonable earth pressures can be computed.
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soils mechanics and foundations.It alsoredefines and clarifiesmany frequently misunderstood aspects of soilmechanics andfoundations such as the actual failure mode of footingdue toexcessive vertical or lateral pressure theory and the effectofgroundwater.978-1-4757-6545-8
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Allowable Soil Bearing Pressure,east of which is that an earth mass is rarely homogeneous. Even the thick beds of sand and gravel found along most of the coastlines are not truly homogeneous. Soils are almost invariably mixed-grained, with each material imparting its own individual characteristics to the mass. Soils may also be la
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Lateral Earth Pressure,his to be accomplished the retaining wall must restrain the lateral pressure exerted by the earth situated in back of the wall. A retaining wall cannot be properly designed until the designer has a clear understanding of the physical properties and in-place characteristics of the earth whose pressur
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