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Post-treatment recurrence attributed to antegrade (Fig. 1B) or retrograde (Fig. 1D) coil mass compaction, sac growth (Fig. 1F) or a new dissection formation (Fig. 2B), and a high wall shear stresses (WSS) within the recanalization zone may play critical roles in recurrence [ 16].
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Open image in new window Fig. 7 Shatter index as a function of drying temperature and molasses mass when compaction pressure is kept constant at 100 MPa.
Shown in Fig. 5 is a graph of moisture content as a function of drying temperature and molasses mass when compaction pressure is kept constant at 100 MPa.
Shown in Fig. 6 is a graph of relaxed density as a function of drying temperature and molasses mass when compaction pressure was kept constant at 100 MPa.
Shown in Fig. 7 is a graph of shatter index as a function of drying temperature and molasses mass when compaction pressure is kept constant at 100 MPa.
Open image in new window Fig. 3 Gross calorific value as a function of drying temperature and molasses mass when compaction pressure is kept constant at 100 MPa.
Open image in new window Fig. 6 Relaxed density as a function of drying temperature and molasses mass when compaction pressure is kept constant at 100 MPa.
Open image in new window Fig. 5 Moisture content as a function of drying temperature and molasses mass when compaction pressure is kept constant at 100 MPa.
Consequences of the changes in soil physical properties are clearly corollaries, and include reduced productivity due to surface erosion, mass flow, soil compaction, and rutting and puddling.
This approach is based on an equation suggested by Wu and Pham (2010) to calculate the increase in lateral stress in a reinforced soil mass due to compaction.
The combined effect of increased mass and duplex compaction (small f) leads to an increase in ⟨ s*⟩ up to a maximal value where the condensed nucleoid state is saturated with protein.
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