Long-term stability of horizontal wellbore completions with uncemented line
rs in weakly consolidated to unconsolidated sandstone formations (e.g., the
Gulf of Mexico and Nigeria) remains an area of concern. In this paper we p
resent the results of dedicated polyaxial cell laboratory experiments that
address this issue. In addition, the influence of rock failure in the near-
wellbore region on well productivity was studied.
Large blocks of a weak artificial sandstone were prepared. A hole was drill
ed in these blocks, and production conditions at various values of in-situ
stress, drawdown and water cut, both in the absence and presence of a liner
, were simulated. During testing, the hole was kept at a horizontal positio
n in order to realistically simulate the influence of gravity forces on the
movement of sand debris. The process of hole failure and re-stabilization
was continuously monitored by an endoscope coupled to a video camera.
The experimental results show that in the presence of a slotted liner, and
in the absence of a water cut, rock failure leads to gradual annulus fillup
with loose sand, eventually resulting in a stable configuration in which o
nly a small fraction of the far-field stresses is transferred to the liner.
These results are further supported by elasto-plastic calculations. Rock f
ailure around the liner is shown to have only a minor effect on productivit
y. This result implies that rock failure around uncemented liner completion
s will generally not be noticed at the wellhead.
The introduction of a small (<5%) water cut resulted in massive sand produc
tion and subsequent liner collapse. This can be explained by the fact that
a water cut destroys capillary cohesion, thereby destabilizing sand arches
over the slots.