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API Subcommittee on Well Cements (SC-10) Triaxial Mechanical Properties Testing of Oilwell Cements 2018 Winter Meeting Progress Report.

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Presentation on theme: "API Subcommittee on Well Cements (SC-10) Triaxial Mechanical Properties Testing of Oilwell Cements 2018 Winter Meeting Progress Report."— Presentation transcript:

1 API Subcommittee on Well Cements (SC-10) Triaxial Mechanical Properties Testing of Oilwell Cements 2018 Winter Meeting Progress Report

2 Today Workgroup charge Members Testing results Discussion 2018 plan

3 Workgroup Charge Investigate and develop a technical report on the characterization of the mechanical behavior of cement under confinement Workgroup deliverable Submit a standardized process to be incorporated into the existing TR related to “Mechanical Behavior of Cement” by 2018 Winter Meeting.

4 WorkGroup Members Name Email Address Phone number
Emmanuel Therond - BP +44 (0) Antonio Bottiglieri – Baker Hughes Shailesh Dighe – Baker Hughes Daniel Bour – Blades Energy Cam Matthews – C-FER Paul Sonnier - CSI Jeff Moon - Chandler Steven Riedinger - Chevron Maggie Benge - Halliburton Jamie Hayes - OFITE Kevin Madsen - OFITE Rick Lukay - OFITE Simon James – Schlumberger Cory Heinricks - Trican Steve Priolo - Trican Axel Bois – CURISTEC Greg Galdiolo - CURISTEC Anthony Badalamenti - CURISTEC

5 Mechanical Testing Program – Phase 1
Curing Temperature = 50 deg. C Curing Pressure = 3000 psi Curing Time = 14 days Temperature and pressure be reduced over a 72 hour period to minimize induced stress on the samples. Confining Pressures All Labs are to test using the following confining pressures 250 psi, 500 psi, and 1000 psi. Test Specimens should adhere to a 2:1 ratio (length to diameter)

6 Mechanical Testing Program – Phase 1
Labs are to follow their established testing procedures All labs have the freedom to add additional confining pressures beyond the three required pressures stated above. Tests results can be submitted as well. All tests will be tested under a “drained condition”. Labs have freedom to test under an “un-drained condition” as well and test results can be submitted Phase 1 Testing completed

7 Phase 1 Testing Program Status
Targeted Phase 1 completion April 01, 2017 was not achieved and has been extended to June 30, 2017 8 labs participating 4 Service Companies 3 Technology Companies 1 Major Operator 23 data sets submitted

8 Summary of all submitted data

9 Test Results Averages

10 Young’s Modulus All Data Points

11 Young’s Modulus All Data Points
Avg. + 10% Avg. = 3.064 Avg.-10%

12 Poisson’s Ratio All Data Points

13 Poisson’s Ratio All Data Points
Avg. + 10% Avg. = 0.220 Avg.-10%

14 C.S All Data Points

15 Young’s modulus versus confinment

16 Young’s modulus versus confinment

17 Young’s modulus versus confinment

18 Young’s modulus versus confinment

19 Poisson’s ratio versus confinment

20 Poisson’s ratio versus confinment

21 Poisson’s ratio versus confinment

22 Poisson’s ratio versus confinment

23 Strength versus confinment

24 Strength versus confinment

25 Strength versus confinment

26 Why dispersion? Different methodologies…

27 Going forward ? Comparison of the methodologies Key parameters
Curing conditions (Temperature, Pressure, Access to water…) Testing protocol (Saturation, Loading rate, cycling…) Other cement compositions Resilient cement system

28 Going forward Phase 2 testing program? For discussion


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