Evaluation of the cement sheath safety after shaped charge perforation considering the criterion of cement stone destruction

Author(s):  
S.E. Chernyshov ◽  
◽  
S.G. Ashikhmin ◽  
Yu.A. Kashnikov ◽  
A.D. Savich ◽  
...  
Nafta-Gaz ◽  
2021 ◽  
Vol 77 (2) ◽  
pp. 92-105
Author(s):  
Wiesław Wiesłw ◽  
◽  
Marcin Rzepka ◽  

Borehole design is a complex and multidimensional question in terms of the number of issues to be resolved in terms of mechanical, environmental and public safety engineering requirements. In this article contains a review and evaluation of chemical phenomena and processes (not always correctly evaluated) that occur during the preparation of cement slurry and after its displacement during the formation of the gel structure of cement and cement sheath. As a result of the chemically complicated process of slurry gelation, a new structure is formed, i.e. steel pipe – sheath (cement stone) – a rock which in a specific way produces a specific type of load and stress in the annular space, and thus influences changes in hydrostatic pressure distribution. Such phenomena described in this article allow to understand the methodical approach to the process of designing pipes, especially in the aspect of collapse and burst of pipes with big diameter >13⅜″ and thin wall (in the 4th load regime). This does not mean that the tensile strength of pipes is not an important issue in pipe design, but it mainly concerns very deep boreholes, while collapse and burst of pipes occurs in special (often unforeseen) cases of full or partial evacuation for shallow pipe foundation in the hole. The article is based on extensive professional literature, as well as on numerous tests carried out at Oil and Gas Institute – National Research Institute on different types of cement slurries and drilling muds, and, moreover, on the relevant experience of the authors of the article, both in the field of slurry design and supervision of cement operations, as well as in the design and supervision of works related to drilling of various types of boreholes, including cement job and running casing.


2021 ◽  
Vol 3 (2) ◽  
pp. 91-98
Author(s):  
F. A. Agzamov

Cement stone is the weakest component of the wells, it is easily destroyed when working inside the casing and is vulnerable to the action of most formation fluids. In injection wells, under the action of water injected into the reservoir, intensive leaching of the cement stone occurs, which leads to its complete degradation after several years of well operation. The consequence of this is the injection of fluid into other formations and increased corrosion of the casings. Analysis of the field experience of injection wells showed that inter-reservoir crossflows result in cement stone complete collapse in 4-6 years, while in production wells it retained its properties after 20 years. Theoretical consideration of the leaching corrosion process made it possible to determine the main directions of reducing the corrosion rate, aimed at improving the structural characteristics of cement stone. Among these, a decrease in the initial water-content and optimization of the porous structure should be optimized. Analysis of the loads acting on the cement sheath in wells showed that during perforation, hydraulic fracturing and well drilling for deepening, the stresses arising in the cement stone exceed its strength characteristics. Therefore, it is advisable to use reinforced and self-healing cements to minimize these negative effects.


2019 ◽  
Vol 944 ◽  
pp. 1020-1027
Author(s):  
Ji Wei Jiang ◽  
Jun Li ◽  
Gong Hui Liu ◽  
Yan Xi ◽  
Wai Li

Casing pressure test is an important link of the oil and gas well cementing, but excessive casing pressure test may cause stress failure or plastically deformation of the cement sheath, and generate micro-annulus on the casing-cement sheath cemented surface, then lose seal integrity of the cement sheath. According to the basic theory of elastoplastic mechanics and considering the volume invariance of plastic strain and the influence of elastic strain on volume change, the Mohr-Coulomb criterion is used to establish the casing-cement sheath-surrounding rock combination model. The paper also derived the formula for calculating the micro-annulus of the casing pressure test, and analyzed the influence of the internal pressure of the casing during the pressure test and the elastic modulus of the cement sheath on the radial contact stress of the cement sheath cementation interface after the cementing operation is completed. Results show that: (1) The generation of micro-annulus of casing pressure test is determined by the pressure increase process and the pressure relief process. The pressure increase process may lead the cement sheath into plasticity, and the radial stress at the interface turns into tensile stress and the micro-annulus could appear at the first interface by the decrease of internal pressure during pressure relief process. (2) The varying internal pressure has a great influence on the fatigue failure of the cement sheath, so the continuous multiple casing pressure test should be avoided after the cementing is completed. (3) Under the condition of maintaining the integrity of the cement sheath, increasing the tensile strength of the cement stone and reducing the elastic modulus of the cement stone can improve the pressure bearing capacity of the first interface during the casing pressure test. The model can provide a theoretical basis for the mechanical parameter design of the cement sheath, and provide guidance for on-site construction to reduce or avoid the risk of failure of the first interface seal integrity for the casing pressure test.


Author(s):  
Sh.M. Rakhimbayev ◽  
◽  
T.V. Anikanova ◽  
I.M. Kolesnikov ◽  
◽  
...  

The article presents the study of processes of structure formation of cement stone and products of hardening of organic-mineral compositions with fibrous filler (shavings) by the electronic scanning microscopy method. It is established that the additive-free cement stone at the age of 28 days has a dense and homogeneous structure, consists of calcium hydro-silicates, Portlandite and calcite - newgrowths characteristic for cement systems. Cellulose fibers, which make up the bulk of the substance of shavings, are sufficiently active, which determines the high adhesion of the hydration products of the cement binder to their surface. It is shown that the introduction of shavings into the organo-mineral composition leads to inhibition of cement hydration processes. Organo-mineral compositions with different shavings content (two compositions) were analyzed. The first composition is characterized by a fairly dense structure, the cement stone consists of globular nanoscale nuclei of hydrosilicates, Portlandite and calcite. The second composition has a loose porous structure, cement stone consists of non-hydrated cement grains, newgrowths are represented by calcite and vaterite. The structure of the contact zone "osprey fiber-cement stone" in the organo-mineral composition of the first composition indicates a good adhesion of the filler surface with the phases of hydrated cement. The use of shavings as a fibrous filler (the first composition) increases the tensile and bending strength, as well as the wear resistance of organo-mineral compositions. The data obtained by scanning electron microscopy are confirmed by the results of studying the processes of structure formation of cement stone by quantitative x-ray phase analysis.


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