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The maximum horizontal in situ stress, σH, is often determined by the minimum horizontal in situ stress, breakdown pressure, Young׳s modulus E and Poisson׳s ratio v with elastic rock behavior assumed.
The direction of the maximum shear stress is 45° with respect to maximum horizontal in situ stress.
The direction of the fracturing is the same as the direction of the maximum horizontal in situ stress.
The fracturing should be in the direction of the maximum horizontal in situ stress, and it is approved in the graph result of Fig. 19.
The reservoir is horizontal and the Cartesian coordinates of the reservoir are aligned in the same direction of minimum and maximum horizontal in situ stresses.
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According to borehole failure observations from a formation micro scanner (FMS) image log, the direction of minimum and maximum horizontal in-situ stresses (Sh and SH) were N35E and N55W, respectively.
Then, we perform a series of sensitivity analysis by examining different effects of in-situ stress regime, lateral orientation (the included angle between borehole axis and maximum horizontal in-situ stress), lateral length, and lateral diameter.
In addition, the peak maximum horizontal velocity in a downburst line is associated with smaller scale structures in the flow caused by downdraft interactions aloft, as opposed to the primary ring vortex expected for an isolated event.
The maximum horizontal stress in the Alxa area is dominantly oriented in the NNE SSW direction which is consistent with the direction of the tectonic stress field of northwest China.
In this study, we first analyzed the present-day maximum horizontal stress in the BSJQK Formation using imaging logs (FMI-HD, OBMI, EI and CBIL), then carried out the fracture interpretation based on core-image calibration, finally evaluated their hydraulic conductivity integrating well testing, petrophysical experiments and logging interpretation.
By analyzing statistically of borehole breakout orientation in two wells, it was found that while a mean azimuth of maximum horizontal stress in CK-8 is N S (s.d = 0.4°); the azimuth of breakout in CK-9 varies as a function of depth with a mean azimuth 345° + 26°; which since no 3D seismic survey has been run upon the field, assumed to be caused by active tectonic state.
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