Determination of Stresses and Deformation Fields of Soils with Nonlinear Material Properties.

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作者：
Huels, Wilfried
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| 1978年
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The contribution deals with the development of the procedure for calculating the stress and strain states in a plane structure considering nonlinear material laws, nature discontinuities and geometry modifications of test range. The pressure range is represented by a large family of curves to be determined by triaxial tests. Some examples as specimens and open pit slopes are studied for illustrating the procedure. The procedure is suitable for the solution of general problems of rock mechanics.
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