“…With each subsequent cycle it does not recover to the initial values and this phenomenon is also known as a permeability hysteresis [ [1] , [2] , [3] , [4] , [5] , [6] ]. According to the classical poromechanics theory, the apparent permeability degradation and hysteresis occur as a result of mechanical compaction by plastic deformations, and microcracks closure [ [7] , [8] , [9] , [10] , [11] , [12] , [13] , [14] , [15] , [16] , [17] , [18] , [19] , [20] , [21] , [22] , [23] , [24] , [25] , [26] , [27] , [28] , [29] , [30] , [31] , [32] , [33] , [34] , [35] , [36] , [37] , [38] , [39] , [40] , [41] , [42] , [43] ] which agrees well with rock mechanics [ [44] , [45] , [46] , [47] , [48] , [49] , [50] , [51] , [52] , [53] , [54] , [55] ]. In addition, during compaction, crushing of mineral grains can occur within the rocks as a result of which a certain amount of detrital material can form [ 56 ] with a size from a few microns (colloids) to tens of microns (fines) which is especially typical for higher loads.…”