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The validity and accuracy of the proposed modified foundation models are examined against the experimental results.
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The Winkler, Hetényi and Pasternak foundation models are modified to include the viscous damping of the supporting medium.
Each of the five papers presented a relevant conceptual model adapted from, or using in part, modified versions of one of three principal foundation models: The Transtheoretical Model (TTM) of Behaviour Change, including its related Stages and Processes of Change elements [ 39], the Theory of Planned Behaviour (TPB) [ 40] and the Health Belief Model HBMM) [ 41].
The different combinations of stem and loop foundation models produces 68 mixture models.
In this paper, a simplified analytical method is thus proposed to predict the shield tunnel behaviors associated with adjacent excavation by introducing the Pasternak foundation model with a modified subgrade modulus.
The shield tunnel is treated as a continuous Euler-Bernoulli beam resting on the Pasternak foundation model and a modified subgrade modulus expression is presented to consider the effect tunnel embedment depth on subgrade modulus.
This purported stoichiometric balance between proteins like BCL2 and BH3-only proteins is the foundation of the modified rheostat model of BCL2 family function originally hypothesized by the late Dr. Stanley Korsmeyer [ 8, 9].
Winkler Pasternak foundation model is considered.
A flexible foundation model is also estimated.
A two-parameter foundation model or Pasternak foundation model is used to describe the shell foundation interaction.
Pasternak elastic foundation (PEF) model is used as two-parameter foundation model.
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