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210   Applied Petroleum Geomechanics


             In the central Graben of the North Sea, the minimum horizontal stress
          calculated from shut-in data from both LOT and XLOT data follows the
          following expression (Amundsen, 1995; Addis et al., 1998):
                          s h ¼ 0:017Z   1:09  ðZ   3; 500mÞ          (6.45)
             The minimum horizontal stresses measured from acid-gas injection
          wells in the Alberta Basin, Canada, have a basin-wide average gradient of
          16.6 kPa/m, although stress gradients vary locally between 13.6 and
          19.5 kPa/m (Hawkes et al., 2005), i.e.:
                                    s h ¼ 0:0166Z                     (6.46)

             In situ stress results measured by hydraulic fracturing tests (e.g., DFIT) in
          tight gas reservoirs (Xujiahe sandstones) in the Sichuan basin of China show
          that the maximum horizontal stress is greater than the overburden stress
          (s V ¼ 0.024e0.0245Z and s H z 0.03Z). This area is located in high
          tectonic stress regime, and the pore pressures in deep formations are
          overpressured. The minimum horizontal stress in this area is close to or even
          higher than the overburden stress, which generally has the following
          relation (refer to Fig. 7.26):
                                    s h ¼ 0:0224Z                     (6.47)




          6.4 Maximum horizontal stress
          Predicting the maximum horizontal stress is much more challenging than
          predicting the minimum horizontal stress. This section attempts to provide
          various approaches and methods. In very complicated conditions, such as in
          a strong tectonic stress region, multiple methods and integrated approaches
          need to be applied to verify each other and calibrate the model.

          6.4.1 Maximum horizontal stress from extended leak-off
                test
          6.4.1.1 No fluid penetration in the formation
          In normal and strike-slip faulting stress regimes, the maximum horizontal
          stress can be estimated from the multicycle XLOT or DFIT, as shown in
          Fig. 6.12. Assuming that the rock behaves like elastic and isotropic material
          and no fluid penetrates into the fracture, Haimson and Fairhurst (1967)
          derived the following equation to calculate the fracture initiation pressure
          that can be used for the leak-off test analysis in a vertical well, and they
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