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Erschienen in: Rock Mechanics and Rock Engineering 10/2023

11.07.2022 | Original Paper

Rapid Measurement of Biot’s Effective Stress Coefficient for Oil Well Cements with Application to Well Integrity

verfasst von: Meng Meng, Luke P. Frash, J. William Carey, Wenfeng Li, Nathan Welch

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 10/2023

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Abstract

Cement is a poroelastic material rather than elastic material. Early researchers have measured the strengths and elastic properties of oil well cement, but Biot’s effective stress coefficient α remains an important unknown despite its significance to well integrity. Here, we present measurements of α for different types of oil well cement, which is calculated by the gradient of confining pressure to pore pressure under changing total stress conditions with bulk volumetric strain held constant. To ‘pause’ the hydration process at a specific number of days after mixing, the specimens were dried in a vacuum oven. This enabled nitrogen gas to be used for the Biot’s effective stress coefficient experiments, which accelerated the equilibration times from greater than 3 h to less than 10 min for each pressure step. Results show that for all cement systems except the Pozmix cement, the typical range of α is 0.38~0.80, compressibility is 1.0~5.7 \(\times {10}^{-10}\)/Pa, and permeability of 0.002~0.11 mD. We also measured the effect of effective stress, curing period, and curing condition on cement's poroelastic parameters of \(\alpha\), compressibility, permeability, and microstructures. Finally, we applied \(\alpha\) in a fully coupled thermoporoelastic model and found that Biot's effective stress coefficient plays a more important role in impermeable formations. This is caused by the induced/undrained pore pressure inside cement being significantly higher when the rock and cement permeability becomes lower. With a higher induced pore pressure, α will play a more significant role in maintaining well integrity. Under such circumstances, the flexible cement with lower elastic modulus and Poisson's ratio provides better performance in zonal isolation.

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Literatur
Zurück zum Zitat API R (2013) 10B-2: recommended practice for testing well cements. API Recommended Practice B, 10 API R (2013) 10B-2: recommended practice for testing well cements. API Recommended Practice B, 10
Zurück zum Zitat BiotWillis MADG (1957) The elastic coeffcients of the theory of consolidation. J Appl Mech 15:594–601 BiotWillis MADG (1957) The elastic coeffcients of the theory of consolidation. J Appl Mech 15:594–601
Zurück zum Zitat Carey JW, Wigand M, Chipera SJ et al (2007) Analysis and performance of oil well cement with 30 years of CO2 exposure from the SACROC Unit, West Texas, USA. Int J Greenh Gas Control 1(1):75–85CrossRef Carey JW, Wigand M, Chipera SJ et al (2007) Analysis and performance of oil well cement with 30 years of CO2 exposure from the SACROC Unit, West Texas, USA. Int J Greenh Gas Control 1(1):75–85CrossRef
Zurück zum Zitat Civan F (2021a) Effective-stress coefficients of porous rocks involving shocks and loading/unloading hysteresis. SPE J 26(01):44–67CrossRef Civan F (2021a) Effective-stress coefficients of porous rocks involving shocks and loading/unloading hysteresis. SPE J 26(01):44–67CrossRef
Zurück zum Zitat Civan F (2021b) Parameterization of biot-willis effective-stress coefficient for deformation and alteration of porous rocks. Transp Porous Media 138(2):337–368CrossRef Civan F (2021b) Parameterization of biot-willis effective-stress coefficient for deformation and alteration of porous rocks. Transp Porous Media 138(2):337–368CrossRef
Zurück zum Zitat Cosenza P, Ghoreychi M, De Marsily G, Vasseur G, Violette S (2002) Theoretical prediction of poroelastic properties of argillaceous rocks from in situ specific storage coefficient. Water Resour Res 38(10):25–31CrossRef Cosenza P, Ghoreychi M, De Marsily G, Vasseur G, Violette S (2002) Theoretical prediction of poroelastic properties of argillaceous rocks from in situ specific storage coefficient. Water Resour Res 38(10):25–31CrossRef
Zurück zum Zitat Crow W, Carey JW, Gasda S, Williams DB, Celia M (2010) Wellbore integrity analysis of a natural CO2 producer. Int J Greenh Gas Control 4(2):186–197CrossRef Crow W, Carey JW, Gasda S, Williams DB, Celia M (2010) Wellbore integrity analysis of a natural CO2 producer. Int J Greenh Gas Control 4(2):186–197CrossRef
Zurück zum Zitat Dassanayake ABN, Fujii Y, Fukuda F, Kodama JI (2015) A new approach to evaluate effective stress coefficient for strength in Kimachi sandstone. J Petrol Sci Eng 131:70–79CrossRef Dassanayake ABN, Fujii Y, Fukuda F, Kodama JI (2015) A new approach to evaluate effective stress coefficient for strength in Kimachi sandstone. J Petrol Sci Eng 131:70–79CrossRef
Zurück zum Zitat Franquet JA and Abass HH (1999) Experimental evaluation of Biot's poroelastic parameter three different methods. In: Paper presented at the 37th US Symposium on Rock Mechanics (USRMS). American Rock Mechanics Association. Vail Rocks Franquet JA and Abass HH (1999) Experimental evaluation of Biot's poroelastic parameter three different methods. In: Paper presented at the 37th US Symposium on Rock Mechanics (USRMS). American Rock Mechanics Association. Vail Rocks
Zurück zum Zitat Ghabezloo S, Sulem J, Guédon S, Martineau F, Saint-Marc J (2008) Poromechanical behaviour of hardened cement paste under isotropic loading. Cement Concrete Res 38(12):1424–1437CrossRef Ghabezloo S, Sulem J, Guédon S, Martineau F, Saint-Marc J (2008) Poromechanical behaviour of hardened cement paste under isotropic loading. Cement Concrete Res 38(12):1424–1437CrossRef
Zurück zum Zitat Hasanov A, Batzle M, Prasad M (2015) The determination of reservoir poroelastic properties from oscillating pore pressure method. Paper Present SEG Tech Program Expand Abstracts 2015:3105–3110 Hasanov A, Batzle M, Prasad M (2015) The determination of reservoir poroelastic properties from oscillating pore pressure method. Paper Present SEG Tech Program Expand Abstracts 2015:3105–3110
Zurück zum Zitat He J, Rui Z, Ling K (2016) A new method to determine Biot’s coefficients of Bakken samples. J Nat Gas Sci Eng 35:259–264CrossRef He J, Rui Z, Ling K (2016) A new method to determine Biot’s coefficients of Bakken samples. J Nat Gas Sci Eng 35:259–264CrossRef
Zurück zum Zitat Ingraham MD, Bauer SJ, Issen KA, Dewers TA (2017) Evolution of permeability and Biot coefficient at high mean stresses in high porosity sandstone. Int J Rock Mech Min Sci 96:1–10CrossRef Ingraham MD, Bauer SJ, Issen KA, Dewers TA (2017) Evolution of permeability and Biot coefficient at high mean stresses in high porosity sandstone. Int J Rock Mech Min Sci 96:1–10CrossRef
Zurück zum Zitat Jennings HM (2000) A model for the microstructure of calcium silicate hydrate in cement paste. Cem Concr Res 30(1):101–116CrossRef Jennings HM (2000) A model for the microstructure of calcium silicate hydrate in cement paste. Cem Concr Res 30(1):101–116CrossRef
Zurück zum Zitat Li W, An X, Li H (2018) Limestone mechanical deformation behavior and failure mechanisms: a review. Acta Geochimica 37(2):153–170CrossRef Li W, An X, Li H (2018) Limestone mechanical deformation behavior and failure mechanisms: a review. Acta Geochimica 37(2):153–170CrossRef
Zurück zum Zitat Ling K, He J, Pei P, Wang S and Ni X (2016) Comparisons of biot’s coefficients of bakken core samples measured by three methods. In: Paper presented at 50th US Rock Mechanics/Geomechanics Symposium. American Rock Mechanics Association. Houston, Texas, pp 26–29 June Ling K, He J, Pei P, Wang S and Ni X (2016) Comparisons of biot’s coefficients of bakken core samples measured by three methods. In: Paper presented at 50th US Rock Mechanics/Geomechanics Symposium. American Rock Mechanics Association. Houston, Texas, pp 26–29 June
Zurück zum Zitat Liu W, Yu B, Deng J (2017) Analytical method for evaluating stress field in casing-cement-formation system of oil/gas wells. Appl Math Mech 38(9):1273–1294CrossRef Liu W, Yu B, Deng J (2017) Analytical method for evaluating stress field in casing-cement-formation system of oil/gas wells. Appl Math Mech 38(9):1273–1294CrossRef
Zurück zum Zitat Liu K, Gao D, Taleghani AD (2018) Analysis on integrity of cement sheath in the vertical section of wells during hydraulic fracturing. J Petrol Sci Eng 168:370–379CrossRef Liu K, Gao D, Taleghani AD (2018) Analysis on integrity of cement sheath in the vertical section of wells during hydraulic fracturing. J Petrol Sci Eng 168:370–379CrossRef
Zurück zum Zitat Ma X, Zoback MD (2017) Laboratory experiments simulating poroelastic stress changes associated with depletion and injection in low-porosity sedimentary rocks. J Geophys Res Sol Ea 122(4):2478–2503CrossRef Ma X, Zoback MD (2017) Laboratory experiments simulating poroelastic stress changes associated with depletion and injection in low-porosity sedimentary rocks. J Geophys Res Sol Ea 122(4):2478–2503CrossRef
Zurück zum Zitat Meng M, Frash LP, Carey JW, Li W, Welch NJ, Zhang W (2021a) Cement stress and microstructure evolution during curing in semi-rigid high-pressure environments. Cem Concr Res 149:106555CrossRef Meng M, Frash LP, Carey JW, Li W, Welch NJ, Zhang W (2021a) Cement stress and microstructure evolution during curing in semi-rigid high-pressure environments. Cem Concr Res 149:106555CrossRef
Zurück zum Zitat Meng M, Frash L, Carey JW et al (2021b) Predicting cement-sheath integrity with consideration of initial state of stress and thermoporoelastic effects. SPE J 26(06):3505–3528CrossRef Meng M, Frash L, Carey JW et al (2021b) Predicting cement-sheath integrity with consideration of initial state of stress and thermoporoelastic effects. SPE J 26(06):3505–3528CrossRef
Zurück zum Zitat Meng M, Miska S, Yu M and Ozbayogu E (2019) Comparison and evaluation of failure criteria for cement sheath in the downhole situations. In: Paper presented at 53rd US Rock Mechanics/Geomechanics Symposium. American Rock Mechanics Association. New York City, New York. June 23–26 Meng M, Miska S, Yu M and Ozbayogu E (2019) Comparison and evaluation of failure criteria for cement sheath in the downhole situations. In: Paper presented at 53rd US Rock Mechanics/Geomechanics Symposium. American Rock Mechanics Association. New York City, New York. June 23–26
Zurück zum Zitat Meng M, Frash LP, Carey JW, Li W and Welch N (2020) Rapid measurement of Biot effective stress coefficient for Class-G Oil Well Cements. In: Paper presented at 54th US Rock Mechanics/Geomechanics Symposium. OnePetro Meng M, Frash LP, Carey JW, Li W and Welch N (2020) Rapid measurement of Biot effective stress coefficient for Class-G Oil Well Cements. In: Paper presented at 54th US Rock Mechanics/Geomechanics Symposium. OnePetro
Zurück zum Zitat Meng M, Frash L, Carey JW, Li W, Welch N (2022) Measurement of cement in-situ mechanical properties with consideration of poroelasticity. SPE J 1–13 Meng M, Frash L, Carey JW, Li W, Welch N (2022) Measurement of cement in-situ mechanical properties with consideration of poroelasticity. SPE J 1–13
Zurück zum Zitat Niu Z, Shen J, Wang L, Yang R (2022) Thermo-poroelastic modelling of cement sheath: pore pressure response, thermal effect and thermo-osmotic effect. Eur J Environ Civ Eng 26(2):657–682 Niu Z, Shen J, Wang L, Yang R (2022) Thermo-poroelastic modelling of cement sheath: pore pressure response, thermal effect and thermo-osmotic effect. Eur J Environ Civ Eng 26(2):657–682
Zurück zum Zitat Pimienta L, Fortin J, Guéguen Y (2017) New method for measuring compressibility and poroelasticity coefficients in porous and permeable rocks. J Geophys Res Sol Ea 122(4):2670–2689CrossRef Pimienta L, Fortin J, Guéguen Y (2017) New method for measuring compressibility and poroelasticity coefficients in porous and permeable rocks. J Geophys Res Sol Ea 122(4):2670–2689CrossRef
Zurück zum Zitat Saint-Marc J, Garnier A and Bois AP (2008) Initial state of stress: the key to achieving long-term cement-sheath integrity. In: Paper presented at SPE Annual Technical Conference and Exhibition, Denver, Colorado, USA, 21–24 September Saint-Marc J, Garnier A and Bois AP (2008) Initial state of stress: the key to achieving long-term cement-sheath integrity. In: Paper presented at SPE Annual Technical Conference and Exhibition, Denver, Colorado, USA, 21–24 September
Zurück zum Zitat Sheng G, Zhao H, Su Y, Javadpour F, Wang C, Zhou Y, Wang H (2020) An analytical model to couple gas storage and transport capacity in organic matter with noncircular pores. Fuel 268:117288CrossRef Sheng G, Zhao H, Su Y, Javadpour F, Wang C, Zhou Y, Wang H (2020) An analytical model to couple gas storage and transport capacity in organic matter with noncircular pores. Fuel 268:117288CrossRef
Zurück zum Zitat Thiercelin MJ, Dargaud B, Baret JF, Rodriquez WJ (1998) Cement design based on cement mechanical response. SPE Drill Compl 13(04):266–273CrossRef Thiercelin MJ, Dargaud B, Baret JF, Rodriquez WJ (1998) Cement design based on cement mechanical response. SPE Drill Compl 13(04):266–273CrossRef
Zurück zum Zitat Ulm FJ, Constantinides G, Heukamp FH (2004) Is concrete a poromechanics materials?—A multiscale investigation of poroelastic properties. Mater Struct 37(1):43–58CrossRef Ulm FJ, Constantinides G, Heukamp FH (2004) Is concrete a poromechanics materials?—A multiscale investigation of poroelastic properties. Mater Struct 37(1):43–58CrossRef
Zurück zum Zitat Zhang Y, Hao S, Bai L, Yu Z, Zhang J, Fang J (2018) Thermomechanical behavior of late Indo-Chinese granodiorite under high temperature and pressure. J Eng 2018:1–15 Zhang Y, Hao S, Bai L, Yu Z, Zhang J, Fang J (2018) Thermomechanical behavior of late Indo-Chinese granodiorite under high temperature and pressure. J Eng 2018:1–15
Metadaten
Titel
Rapid Measurement of Biot’s Effective Stress Coefficient for Oil Well Cements with Application to Well Integrity
verfasst von
Meng Meng
Luke P. Frash
J. William Carey
Wenfeng Li
Nathan Welch
Publikationsdatum
11.07.2022
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 10/2023
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-022-02972-y

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