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The model was applied to a clayey, subdrained field section (∼3.6 ha) in southern Finland.
We proceed by first constructing a path integral representation of the stochastic neural field (Section 5).
Different from the Xiongxian field (Section 3.3), the Xianyang reservoir is composed of porous-type sandstone formation.
The image of the particles on the camera corresponds to the projection of the field section, with a sin coefficient.
The study site, located in southern Finland, is a clayey, subsurface drained field section with an area of 12 ha and an average slope of 2.8%.
A three-dimensional FE pavement model is developed based on the field section information obtained from Korean long-term pavement performance (LTPP) program.
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The construction procedures of the CCR and quicklime stabilizations in two field sections are presented.
It is planned to use react & wind Nb3Sn conductors for intermediate field sections and NbTi at the lowest fields.
The construction procedures of the subgrade silty soil stabilized by lignin and quicklime in field Sections were presented.
The use of high-temperature superconductors is therefore envisaged in the highest field sections of the CS coil.
The temperatures were measured during construction in the field sections with infrared thermography and plug-in thermometers.
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