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- W2501422898 abstract "Foundations on weak, faulted, and highly undulating rock surfaces may pose serious problems. Rocks can be more heterogeneous than soil; therefore, the problem of differential settlement may be serious in heterogeneous subsurface rocks. Foundation design depends on the subsurface strata and its bearing capacity. Where the foundation rests on rocks, the bearing pressure can be obtained from the available classification tables as described in this chapter. This correlation is tested by a large number of case histories. If a site is covered partly by rocks and partly by talus deposits or soil, heterogeneity in the deformability of soil and rocks needs to be addressed. In such a case, it is generally suggested to conduct plate load tests on talus or soil and a bearing pressure is recommended based on 12 mm settlement criterion, as it is for rock masses. Coefficient of elastic uniform compression for machine foundations and scour depth around bridge piers as well as dam foundations are briefly discussed. At the end of the chapter several examples are demonstrated." @default.
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- W2501422898 date "2011-01-01" @default.
- W2501422898 modified "2023-09-23" @default.
- W2501422898 title "Allowable Bearing Pressure for Shallow Foundations" @default.
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- W2501422898 doi "https://doi.org/10.1016/b978-0-12-385878-8.00020-3" @default.
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