Page 320 - Practical Well Planning and Drilling Manual
P. 320

Section 2 revised 11/00/bc  1/17/01  12:04 PM  Page 296








                      [      ]  Well Programming
                       2.9.1


                           on the formation face (e.g., invert oil emulsion mud) then the
                           salinity of the mud-water phase can be adjusted to change the net
                           osmotic force. Briefly, if the mud-water phase salinity is different
                           from the pore fluid salinity, then water will tend to move to the area
                           of higher salinity. If the pore fluid is less saline, then a force to
                           move water out of the pores is present. Refer to “Properties of the
                           brine phase—osmosis” in Section 2.5.8.
                           Electrical potential—research indicates that this has some effect
                           but practical recommendations have yet to be made. The forces
                           involved are probably very small compared to the first two.

                           Rock properties. The strength of rock material is described by
                       strength parameters such as the unconfined compressive strength
                       and/or triaxial compressive strength. However, strength is not the only
                       rock property controlling stability.
                           First, strong intact rock may behave weak when fractured. The
                       rock strength is determined by the (weak) fractures rather than the
                       (strong) intact material. They can be natural or drilling induced (e.g.,
                       drillstring vibrations). Second, borehole stability also depends on the
                       ductility (the degree to which rock can plastically deform without los-
                       ing load bearing capacity). Plastic deformation results in delay of fail-
                       ure due to transfer of excess load to rock located away from the bore-
                       hole wall. A ductile rock remains intact under more severe loading
                       than a brittle material of similar strength. The mode of borehole insta-
                       bility is related to the ductility of the formation. A brittle rock can lead
                       to hole enlargement. The borehole wall material desegregates and
                       detaches, i.e., sloughs into the hole as soon as its strength is exceeded.
                       A ductile formation, on the other hand, may experience substantial
                       plastic deformation leading to load distribution to the adjacent intact
                       rock. Hole enlargement is observed in ductile formations as well due to
                       erosion of weakened or damaged material. The strength and ductility
                       of formation material depends on lithology.
                           The most important lithological parameters are mineral composi-
                       tion and porosity. Typically, high porosity material has a low strength
                       and some ductility, whereas low porosity rock has high strength and
                       low ductility. Given similar porosity, shales behave more ductile than
                       sandstone. The strength and ductility of the shales is also influenced by
                       the water content. In general, the lower the water content the higher
                       the strength and vice versa.


                                                     296
   315   316   317   318   319   320   321   322   323   324   325