由微正则系综或等几率原理可知:微观状态数最多的分布出现的几率最大——最可几分布,由于有约束条件(Confinement conditions),。由拉氏未定乘子法,求有约束条件的变分极值。
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The stable, unstable and quasi-stable confinement conditions are discussed.
讨论了约束稳定、非约束稳定及准约束稳定的条件。
In the underground engineering design, the rock support under low confinement conditions should be considered to effectively control the rock deformation and failure.
在地下工程设计,低限制条件下,应考虑岩石的支持,有效地控制了岩石变形和破坏。
Such limit includes confinement based on conditions of society life, and that for the sake of benefit of society and others, and of coordination of all kinds of freedom.
这种限制包括基于社会生活条件的限制,为了社会及他人利益的限制,为了各项自由协调的限制。
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