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Lakes on the McMurdo Peninsula, the largest glacier-free swath of Antarctica, are the best available model for frozen planets.
An elasto-plastic incremental constitutive model for frozen loess is derived from the two thermodynamic functions and a method of determining the corresponding parameters is also given.
One of the problems with the use of a model for frozen / unfrozen soil is that it involves several parameters of which quite a few are not very common to geotechnical engineers.
Based on the microcosmic mechanics of composite materials, an elastic constitutive model for frozen soil with damage is proposed and presented in this paper.
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For safe and economic design of freezing operations, this paper presents a coupled thermo-hydraulic finite element model for freezing soils integrated within an optimization algorithm using the Ant Colony Optimization (ACO) technique to optimize ground freezing in tunneling by finding the optimal positions of the freeze pipe, considering seepage flow.
This paper first reviews the state-of-the-art of creep models for frozen soils.
These extinction session data were analysed using the following models, for freezing: CS type2 (CS+,CS−) × trial number2 (CS1,CS5) × S8; and for TO2: CS type2 (CS+,CS−) × trial number2 (CS1,CS5) × timebin15 × S8.
It was apparent that the validation of the model for freeze point produced unsatisfactory results.
Open image in new window Fig. 5 Parity plot of the response surface model for freeze point.
In addition, the fact that all three (R^{2}) statistics are very similar in value confirms that this is an excellent model for freeze point.
A new porous media mathematical model for freeze-drying was developed based on the adsorption desorption relationship proposed in this paper.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com