Coupled experimental assessment and machine learning prediction of mechanical integrity of MICP and cement paste as underground plugging materials

Oladoyin Kolawole , Rayan H. Assaad , Matthew P. Adams , Mary C. Ngoma , Alexander Anya , Ghiwa Assaf

Biogeotechnics ›› 2023, Vol. 1 ›› Issue (2) : 100020

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Biogeotechnics ›› 2023, Vol. 1 ›› Issue (2) :100020 DOI: 10.1016/j.bgtech.2023.100020
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Coupled experimental assessment and machine learning prediction of mechanical integrity of MICP and cement paste as underground plugging materials

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Abstract

Compromised integrity of cementitious materials can lead to potential geo-hazards such as detrimental fluid flow to the wellbore (borehole), potential leakage of underground stored fluids, contamination of water aquifers, and other issues that could impact environmental sustainability during underground construction operations. The mechanical integrity of wellbore cementitious materials is critical to prevent wellbore failure and leakages, and thus, it is imperative to understand and predict the integrity of oilwell cement (OWC) and microbial-induced calcite precipitation (MICP) to maintain wellbore integrity and ensure zonal isolation at depth. Here, we investigated the mechanical integrity of two cementitious materials (MICP and OWC), and assessed their potential for plugging leakages around the wellbore. Further, we applied Machine Learning (ML) models to upscale and predict near-wellbore mechanical integrity at macro-scale by adopting two ML algorithms, Artificial Neural Network (ANN) and Random Forest (RF), using 100 datasets (containing 100 observations). Fractured portions of rock specimens were treated with MICP and OWC, respectively, and their resultant mechanical integrity (unconfined compressive strength, UCS; fracture toughness, Ks) were evaluated using experimental mechanical tests and ML models. The experimental results showed that although OWC (average UCS = 97 MPa, Ks = 4.3 MPa·√m) has higher mechanical integrity over MICP (average UCS = 86 MPa, Ks = 3.6 MPa·√m), the MICP showed an edge over OWC in sealing microfractures and micro-leakage pathways. Also, the OWC can provide a greater near-wellbore seal than MICP for casing-cement or cement-formation delamination with relatively greater mechanical integrity. The results show that the degree of correlation between the mechanical integrity obtained from lab tests and the ML predictions is high. The best ML algorithm to predict the macro-scale mechanical integrity of a MICP-cemented specimen is the RF model (R2 for UCS = 0.9738 and Ks = 0.9988; MAE for UCS = 1.04 MPa and Ks = 0.02 MPa·√m). Similarly, for OWC-cemented specimen, the best ML algorithm to predict their macro-scale mechanical integrity is the RF model (R2 for UCS = 0.9984 and Ks = 0.9996; MAE for UCS = 0.5 MPa and Ks = 0.01 MPa·√m). This study provides insights into the potential of MICP and OWC as near-wellbore cementitious materials and the applicability of ML model for evaluating and predicting the mechanical integrity of cementitious materials used in near-wellbore to achieve efficient geo-hazard mitigation and environmental protection in engineering and underground operations.

Keywords

MICP / Biocementation / Biogeotechnics / Oilwell cement / Underground engineering / Cementitious material

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Oladoyin Kolawole, Rayan H. Assaad, Matthew P. Adams, Mary C. Ngoma, Alexander Anya, Ghiwa Assaf. Coupled experimental assessment and machine learning prediction of mechanical integrity of MICP and cement paste as underground plugging materials. Biogeotechnics, 2023, 1(2): 100020 DOI:10.1016/j.bgtech.2023.100020

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Declaration of Competing Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

References

[1]

D.L. Newell, J.W. Carey, Experimental evaluation of wellbore integrity along the cement-rock boundary, Environ. Sci. Technol. 47 (1) (2013) 276-282, https://doi.org/10.1021/es3011404

[2]

M. De Simone, F.L.G. Pereira, D.M. Roehl, Analytical methodology for wellbore integrity assessment considering casing-cement-formation interaction, Int. J. Rock Mechan. Mining Sci. 94 (2017) 112-122, https://doi.org/10.1016/j.ijrmms.2016.12.002

[3]

G. Le Saout, E. Lécolier, A. Rivereau, H. Zanni, Chemical structure of cement aged at normal and elevated temperatures and pressures: Part I. Class G oilwell cement, Cement Concrete Res. 36 (2006) 71-78, https://doi.org/10.1016/j.cemconres.2004.09.018

[4]

F.L.G. Pereira, M. De Simone, D. Roehl, Wellbore integrity assessment considering casing-cement-formation interaction based on a probabilistic approach, Paper presented at the 51st U.S. Rock Mechanics/Geomechanics Symposium, San Francisco, California, USA (2017).

[5]

P.D. McElroy, H. Emadi, M. Watson, Optimization of wellbore cement sheath resilience using nano and microscale reinforcement: a statistical approach using design of experiments, J. Petrol. Sci. Eng. (2021), https://doi.org/10.1016/j.petrol.2020.108324

[6]

F.K. Saleh, C. Teodoriu, Experimental investigations on the effect of mixing procedures on the rheological properties of oilwell cement slurries, J. Energy Resour. Technol. 144 (3) (2021) 033003, https://doi.org/10.1115/1.4051396

[7]

P.D. McElroy, H. Emadi, D. Unruh, Permeability and elastic properties assessment of alumina nanofiber (ANF) cementitious composites under simulated wellbore cyclic pressure, Construct. Build. Materi. 239 (2020), https://doi.org/10.1016/j.conbuildmat.2019.117867

[8]

A.J. Phillips, E. Troyer, et al., Enhancing wellbore cement integrity with microbially induced calcite precipitation (MICP): a field scale demonstration, J. Petrol. Sci. Eng. 171 (2018) 1141-1148, https://doi.org/10.1016/j.petrol.2018.08.012

[9]

A. Anya, H. Emadi, M. Watson, An empirical model for calculating uniaxial compressive strength of oil well cements from ultrasonic pulse transit time measurements, J. Petrol. Sci. Eng. 183 (2019), https://doi.org/10.1016/j.petrol.2019.106387

[10]

O. Kolawole, I. Ispas,Interaction between hydraulic fractures and natural fractures: current status and prospective directions, J. Petrol. Explor Prod. Technol. 10 (2019) 1613-1634, https://doi.org/10.1007/s13202-019-00778-3

[11]

O. Ozotta, M.R. Saberi, et al., Pore morphology effect on elastic and fluid flow properties in Bakken formation using rock physics modeling, Geomech. Geophys. Geo-energ. Geo-resour. 8 (2022) 210, https://doi.org/10.1007/s40948-022-00519-7

[12]

I. Anwar, et al., Alteration in micro-mechanical characteristics of wellbore cement fracture surfaces due to fluid exposure, J. Petrol. Sci. Eng. 205 (2021) 108935, https://doi.org/10.1016/j.petrol.2021.108935

[13]

C.M. Kirkland, et al., Addressing wellbore integrity and thief zone permeability using microbially-induced calcium carbonate precipitation (MICP): a field demonstration, J. Petrol. Sci. Eng. 190 (2020) 107060, https://doi.org/10.1016/j.petrol.2020.107060

[14]

A.R. Ingraffea, et al., Assessment and risk analysis of casing and cement impairment in oil and gas wells in Pennsylvania, 2000-2012, Proc. Natl. Acad. Sci. U. S. A. 111 (30) (2014) 10955-10960, https://doi.org/10.1073/pnas.1323422111

[15]

W. Wang, A.D. Taleghani, Three-dimensional analysis of cement sheath integrity around wellbores, J. Petrol. Sci. Eng. 121 (2014) 38-51, https://doi.org/10.1016/j.petrol.2014.05.024

[16]

A. Anya, H. Emadi, M. Watson, Effect of size and shape of oil well cement test specimen on uniaxial compressive strength measurements, J. Petrol. Sci. Eng. 195 (2020), https://doi.org/10.1016/j.petrol.2020.107538

[17]

F.-J. Ulm, S. James, The scratch test for strength and fracture toughness determination of oil well cements cured at high temperature and pressure, Cement Concr. Res. 41 (9) (2011) 942-946, https://doi.org/10.1016/j.cemconres.2011.04.014

[18]

M.P. Adams, J.H. Ideker, Using supplementary cementitious materials to mitigate alkali-silica reaction in concrete with recycled-concrete aggregate, J. Mater. Civil Eng. 32 (8) (2020), https://doi.org/10.1061/(asce)mt.1943-5533.0003277

[19]

N. Thibodeaux, et al., Effect of cold plasma treatment of polymer fibers on the mechanical behavior of fiber-reinforced cementitious composites, Fibers 9 (10) (2021) 62, https://doi.org/10.3390/fib9100062

[20]

A.J. Phillips, et al., Biological influences in the subsurface: a method to seal fractures and reduce permeability with microbially-induced calcite precipitation, Am. Rock Mech. Assoc. ARMA (2015) 2015-2490.

[21]

N. Hudyma, et al., Microbially induced calcite precipitation for the improvement of porous building stone, Am. Rock Mech. Assoc. ARMA (2018) 2018-2976.

[22]

C.M. Kirkland, et al., Direct injection of biomineralizing agents to restore injectivity and wellbore integrity, SPE Prod. Oper 36 (2021) 216-223, https://doi.org/10.2118/203845-PA

[23]

O. Kolawole, et al., Time-lapse biogeomechanical modified properties of ultra-low permeability reservoirs, Rock Mech. Rock Eng. (2021), https://doi.org/10.1007/s00603-021-02410-5

[24]

O. Kolawole, I. Ispas, M. Kumar, et al., How can biogeomechanical alterations in shales impact caprock integrity and CO2 storage? Fuel (2021), https://doi.org/10.1016/j.fuel.2021.120149

[25]

O. Kolawole, C. Millikan, et al., Impact of microbial-rock-CO 2 interactions on containment and storage security of supercritical CO2 in carbonates, Int. J. Greenhouse Gas Control 120 (4) (2022) 103755, https://doi.org/10.1016/j.ijggc.2022.103755

[26]

O. Kolawole, Mechanistic study of microbial altered properties in dolostones, Rock Mech. Rock Eng. 56 (2) (2023) 1099-1111, https://doi.org/10.1007/s00603-022-03116-y

[27]

S. Choi, et al., Review on geotechnical engineering properties of sands treated by microbially induced calcium carbonate precipitation (MICP) and biopolymers, Construct. Build. Mater. 246 (2020) 118415, https://doi.org/10.1016/j.conbuildmat.2020.118415

[28]

Y. Wang, et al., Applications of microbial-induced carbonate precipitation: a state- of-the-art review, Biogeotechnics (2023) 100008, https://doi.org/10.1016/j.bgtech.2023.100008

[29]

J.H. Yoon, et al. Sporosarcina, aquimarina sp. nov., a bacterium isolated from seawater in Korea, and transfer of Bacillus globisporus (Larkin and Stokes 1967), Bacillus psychrophilus (Nakamura 1984) and Bacillus pasteurii (Chester 1898) to the genus Sporosarcina as Sporosarcina globispora comb. nov., Sporosarcina psychrophila comb. nov. and Sporosarcina pasteurii comb. nov., and emended description of the genus Sporosarcina, Int. J. Syst. Evol. Microbiol. 51 (2001) 1079-1086, https://doi.org/10.1099/00207713-51-3-1079

[30]

O. Kolawole, A. Anya, Assessing mechanical integrity of cementitious materials: microbial-induced precipitation vs oil-well cement, American Rock Mechanics Association, 55th U.S. Rock Mechanics/Geomechanics Symposium, Houston, TX, ARMA-2021- 0014 (2021). 〈https://onepetro.org/ARMAUSRMS/proceedings-abstract/ARMA21/All-ARMA21/ARMA-2021-0014/467882〉.

[31]

S. Stocks-Fischer, et al., Microbiological precipitation of CaCO3, Soil Biol. Biochem. 31 (1999) 1563-1571, https://doi.org/10.1016/S0038-0717(99)00082-6

[32]

O. Kolawole, Integrated Biogeomechanics and Geothermo-mechanics: Applications to Geological CO2 Storage, Hydrocarbon Recovery, and Enhanced Geothermal Systems, Dissertation, Texas Tech University (2021). 〈https://hdl.handle.net/2346/88262〉.

[33]

O. Kolawole, R.H. Assaad, Modeling and prediction of temporal biogeomechanical alterations using novel machine learning approach, Rock Mech. Rock Eng. (2023), https://doi.org/10.1007/s00603-023-03353-9

[34]

O. Kolawole, R.H. Assaad, M.C. Ngoma, O. Ozotta, Eds.), An artificial neural network model for predicting microbial-induced alteration of rock strength, in: E. Rathje, B.M. Montoya, M.H. Wayne ( Geo-Congress 2023: GSP 340 Geotechnical Characterization, American Society of Civil Engineers, 2023, pp. 243-251, https://doi.org/10.1061/9780784484678.025

[35]

J.Y. Song, Y. Sim, J. Jang, et al., Near-surface soil stabilization by enzyme-induced carbonate precipitation for fugitive dust suppression, Acta Geotech. 15 (2020) 1967-1980, https://doi.org/10.1007/s11440-019-00881-z

[36]

API, R.P., 10B-2: Recommended Practice for Testing Well Cements, API Recomm. Pract. B 10, 2nd ed., American Petroleum Institute: Washington (2013).

[37]

T. Richard, et al. Eng. Geol., Rock strength determination from scratch tests, 147-148 (2012) 91-100, https://doi.org/10.1016/j.enggeo.2012.07.011

[38]

ASTM C1624-05, Standard Test Method for Adhesion Strength and Mechanical Failure Modes of Ceramic Coatings by Quantitative Single Point Scratch Testing, ASTM International, West Conshohocken, PA, 2015, https://doi.org/10.1520/C1624-05R15

[39]

O. Kolawole, I. Ispas, Evaluation of geomechanical properties via scratch tests: where are we and where do we go from here? SN Appl. Sci. 2 (10) (2020), https://doi.org/10.1007/s42452-020-03469-5

[40]

H. Hong, et al., Quantitative structure-activity relationship models for predicting risk of drug-induced liver injury in humans, Drug-induced Liver Toxicity, Humana Press, New York, 2018, pp. 77-100, https://doi.org/10.1007/978-1-4939-7677-5_5

[41]

A. Chemchem, F. Alin, M. Krajecki, Combining SMOTE sampling and machine learning for forecasting wheat yields in France, In Proc., 2019 IEEE 2nd Int. Conf. on Artificial Intelligence and Knowledge Engineering (AIKE), 9-14. New York: IEEE (2019). http://doi.org/10.1109/AIKE.2019.00010.

[42]

G. Assaf, R.H. Assaad, Key decision-making factors influencing bundling strategies: analysis of bundled infrastructure projects, J. Infrastruct. Syst. 29 (2) (2023) 04023006, https://doi.org/10.1061/JITSE4.ISENG-2225

[43]

R. Assaad, I.H. El-adaway, Evaluation and prediction of the hazard potential level of dam infrastructures using computational artificial intelligence algorithms, J. Manag. Eng. 36 (5) (2020) 04020051, https://doi.org/10.1061/(ASCE)ME.1943-5479.0000810

[44]

O. Kolawole, et al., Mechanical zonation of rock properties and the development of fluid migration pathways: implications for enhanced geothermal systems in sedimentary-hosted geothermal reservoirs, Geothermal Energy 9 (14) (2021), https://doi.org/10.1186/s40517-021-00195-y

[45]

M. Chandler, P. Meredith, B. Crawford, Experimental determination of the fracture toughness the Mancos shale, Utah, Geophys. Res. Abstr. 15 (2013), https://doi.org/10.3997/2214-4609.20130286

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