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The study reveals that CICP is characterized by first decline, then recovery, and finally by increase and is controlled directly by effective stress and matrix shrinkage effects.
In brief, the effective stress and the coal matrix shrinkage effects are the dominant mechanisms of CICP during CBM development process.
Concrete creep and shrinkage effects are taken into account.
Fiber reinforced SCC plays a fundamental role in reducing shrinkage effects in structures.
Particularly, two basic mechanisms were studied: differential drying and differential shrinkage effects.
The support particle morphology apparently changed due to the void shrinkage effects but primarily due to a significant rotation of the particle during the thermal treatment.
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(3) Characteristics of CICP are directly controlled by the duration and degree of the effective stress effect and coal matrix shrinkage effect.
To take into account the shrinkage effect in the early stage of Reinforced Concrete (RC) design, an effective continuum topology optimization method is presented in this paper.
Further, the duration and intensity of the matrix shrinkage effect are inherently controlled by adsorption and desorption features.
The convective heat transfer coefficient, hcon was evaluated without and with the incorporation of shrinkage effect in the mathematical model.
Shrinkage effect was considered by applying the proper value of strain due to shrinkage for the deck of each bridge model.
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