Method of initial functions in model of compression linearly deformable layered foundation under normal local load
The three-dimensional problem of the theory of elasticity related to isotropic layer compression by normal load, distributed on a limited area, is solved by the method of initial functions (MIF). The layer divided into separate sub layers with different elastic characteristics serves as a model of t...
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2015-02-01
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| Series: | Инженерно-строительный журнал |
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| Online Access: | http://www.engstroy.spb.ru/eng/index_2015_01/09.html |