SPE Drilling & Completion
Volume 23, Number 4, December 2008, pp. 348-352

SPE-104471-PA

Casing-Collapse Strength Reduction Under Lateral Loads From Yielding Shales in the Daqing Oilfield

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DOI  More information 10.2118/104471-PA http://dx.doi.org/10.2118/104471-PA

Citation

  • Ai, C., Zhao, W., and Guo, B. 2008. Casing-Collapse Strength Reduction Under Lateral Loads From Yielding Shales in the Daqing Oilfield. SPE Drill & Compl23 (4): 348-352. SPE-104471-PA.

Discipline Categories

  • 1.4.3 Downhole Operations (Casing, Cementing, Coring, Geosteering, Fishing)
  • 5.1 Design and Optimization
  • 5.1.1 Tubing and Casing Design
  • 1.5 Completion Planning, Design and Installation
  • 5.1.4 Monitoring and Control

Summary

Casing failure has been found in nearly 20% of production wells in the Daqing oil field after 45 years of oil-production history. Plastic failure of casing strings has been recognized in the zones of yielding shales overlying reservoir pay zones in the field. This type of casing failure is one of the most costly problems in the field. No research has been conducted to study the resistance of the casing string to the lateral loads from the yielding shales. This paper offers results from such research.

Assuming a lateral load uniformly distributed along a casing section from a clay zone clamped between an upper and a lower sandstone zone, a mechanistic model was developed in this study. Results of the model indicate that the resistance of casing string to the lateral loads drops sharply in the early stage of development of radial deformation. The resistance of the casing string to the lateral loads is not very sensitive to the longitudinal deformation. The remaining strength of the casing string also depends on properties of the casing string.

A calculation example is illustrated in this paper. This work provides an analytical tool that can be used for optimizing casing programs against lateral loads from yielding-clay zones to minimize casing failure and field-operation cost.

Introduction

The Daqing oil field is located in the central region of the Songliao basin in northeastern China. It was discovered in 1959 and is still considered to be China’s largest oil field. Vertically, it consists of more than 140 freshwater-bearing oil zones at depths from 2,000 to 4,000 ft.

Waterflooding was initiated in 1961 for reservoir-pressure maintenance. The water-injection-pressure gradient reached peak values greater than the overburden-pressure gradient in some areas in the late 1980s. The high-pressure water injection introduced water to faults and the overlying shales, which is believed to be responsible for casing damage and casing failure in the oil field.

By the end of 2002, 47,104 wells had been put into oil production and water injection, among which 9,115 wells were found to have casing-damage problems. The damaged wells accounted for 17.33% of the total number of wells. The casing damage was found to be in the form of deformation against the water-sensitive shales and shear failure near faults. Field studies indicate that a large portion of deformed casing in the field can be attributed to the lateral load from shale formations. Evidence has been found to support the following theory of casing damage in the field: The injected fresh water goes up along the channels in the cement columns and reaches overlying shales, which are sensitive to fresh water. The shale swells, yields, and creeps near the wellbore, causing lateral force acting on the casing. Also, the injected water lubricates the fault face, which accelerates the relative movement of formation rocks separated by the fault face. This movement induces lateral force acting on casing.

Currently, the radial deformation, δ, of casing can be measured in the field, but the side load, q, from the formation cannot be quantified (Yu and Zhang 1996). Before this paper, no research had been conducted to study the resistance of the casing string against the lateral loads from the yielding shales and creeping formation.

A mechanistic model has been developed in this study, assuming a lateral load from a section of formation uniformly distributed along a casing section. Results of the model indicate that the resistance of the casing string to the lateral loads drops sharply in the early stage of development of radial deformation. The resistance of the casing string to the lateral loads is not very sensitive to the longitudinal growth of deformation. The remaining strength of the casing string also depends on properties of the casing string.

An application example is illustrated in this paper. This work provides an analytical tool that can be used for optimizing casing programs against lateral loads from yielding formations to minimize casing failure and field-operation cost.

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History

  • Original manuscript received: 22 August 2006
  • Meeting paper published: 20 February 2007
  • Revised manuscript received: 7 May 2008
  • Manuscript approved: 7 May 2008
  • Version of record: 10 December 2008