Calculation method of borehole sloughing pressure applicable to the bedding fractured stratum
A technology of borehole collapse and calculation method, which is applied in earthwork drilling, wellbore/well components, measurement, etc.
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[0038] According to one embodiment of the present invention, a method for calculating borehole wall collapse pressure suitable for bedding and fractured formations is provided, which includes the following steps: in a simulated environment, after the drilling fluid is immersed in the experimental core at different times, measure the strength of the weak surface of the core parameters to determine the strength change curve of the weak surface of the core under the action of drilling fluid seepage; based on the measured strength parameters of the weak surface of the core, the wall collapse pressure is calculated. The simulation environment can adopt the drilling fluid system used on site, according to the designed drilling fluid density ρ 0 and the well depth to set the experimental fluid pressure P i , set the confining pressure of the indoor experiment according to the pressure of the overlying rock formation, and simulate the state of drilling fluid intruding into the core at...
specific Embodiment
[0081] Refer below Figure 2-6 A specific embodiment of the present invention is described as follows:
[0082] (1) The target well depth is 3600m. According to the logging data, the vertical stress=83.9MPa, the maximum horizontal principal stress=76.3MPa, the minimum horizontal principal stress=71.3MPa, Poisson’s ratio=0.3, Biot’s effective stress coefficient=0.8, and the porosity Degree = 0.1, pore pressure = 46.4MPa;
[0083] According to the imaging logging observation, the direction of the weak bedding plane of the formation is Azim=0°, and the dip angle Dip=60°;
[0084] (2) The designed wellbore trajectory is a vertical well, the azimuth = 0, the inclination angle = 0, the angle between the wellbore and the formation bedding is 30°, and the core used for the experiment is drilled. figure 2 Explain the angle relationship between the wellbore and the weak bedding surface, where X 0 Y 0 Z 0 is the earth rectangular coordinate system, X 0 is the direction of the maxi...
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