Formulae of force at a point in the interior of a halfspace with shear modulus linearly varying with depth (Q1057687)
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scientific article; zbMATH DE number 3898324
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Formulae of force at a point in the interior of a halfspace with shear modulus linearly varying with depth |
scientific article; zbMATH DE number 3898324 |
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Formulae of force at a point in the interior of a halfspace with shear modulus linearly varying with depth (English)
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1985
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According to a lemma and an assumption, this paper presents formulae of force at a point in the interior of a half space with Poisson's ratio \(\nu =\) constant and shear modulus G linearly varying with depth. These formulae can beused as an approximate basic solution when the integral equation method is employed for the analysis of piles and other geotechnical engineering problems.
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constant Poisson ratio
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linearly with depth varying shear modulus
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combination theorem
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Saint-Venant principle assumption
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formulae of force at a point in the interior of a half space
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approximate basic solution
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integral equation method
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analysis of piles
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geotechnical engineering problems
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0.7554340362548828
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0.7469858527183533
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0.7392643690109253
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0.7363888621330261
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0.7340386509895325
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