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Study on the Mechanical Properties and Failure Law of Rocks with Interbedded Sand and Mud
[Image: see text] In view of the borehole instability during the drilling process of the thin sand and mud interbedded sections in the Shahejie Formation, the physicochemical and mechanical properties of sand and mud interbed rock were studied through a series of laboratory tests to determine the ma...
Autores principales: | , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
American Chemical Society
2022
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Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9753500/ https://www.ncbi.nlm.nih.gov/pubmed/36530276 http://dx.doi.org/10.1021/acsomega.2c04884 |
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author | Liu, Houbin Cui, Shuai Meng, Yingfeng Sun, Hangrui Wang, Shuai Du, Shuang |
author_facet | Liu, Houbin Cui, Shuai Meng, Yingfeng Sun, Hangrui Wang, Shuai Du, Shuang |
author_sort | Liu, Houbin |
collection | PubMed |
description | [Image: see text] In view of the borehole instability during the drilling process of the thin sand and mud interbedded sections in the Shahejie Formation, the physicochemical and mechanical properties of sand and mud interbed rock were studied through a series of laboratory tests to determine the main factors influencing the formation instability. The effects of fracture development of interbed sand and mud, mechanical weak plane, borehole trajectory, and seepage effect on borehole stability were evaluated and analyzed through the established model. The results indicated that the microcracks are developed on the lithologic interface due to the change of lithology of the sand–mud interbed. The anisotropy of the mechanical properties of the rocks with interbedded sand and mud is obvious, which leads to the great mechanical weak plane effect on the wellbore stability. The bottom-hole pressure difference leads to the seepage effect, which reduces the effective supporting force of the drilling fluid on the borehole wall and promotes rock sliding and failure along the lithologic interface developed by the sand–mud thin interbedded layer. Considering the influence of the borehole trajectory, mechanical weak plane, and seepage effect, the recommended drilling fluid density in the deviated section is 1.69 g/cm(3). The wellbore stability is the best when drilling along the direction of the minimum horizontal principal stress in the horizontal section. Further strengthening the plugging performance of the drilling fluid, drilling through the microfractures vertically on the interbedded lithologic interface, and reducing the lateral vibration of the drilling tools as far as possible are necessary. The research results provide a theoretical basis for the safe drilling of thin sand and mud interbedded strata. |
format | Online Article Text |
id | pubmed-9753500 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | American Chemical Society |
record_format | MEDLINE/PubMed |
spelling | pubmed-97535002022-12-16 Study on the Mechanical Properties and Failure Law of Rocks with Interbedded Sand and Mud Liu, Houbin Cui, Shuai Meng, Yingfeng Sun, Hangrui Wang, Shuai Du, Shuang ACS Omega [Image: see text] In view of the borehole instability during the drilling process of the thin sand and mud interbedded sections in the Shahejie Formation, the physicochemical and mechanical properties of sand and mud interbed rock were studied through a series of laboratory tests to determine the main factors influencing the formation instability. The effects of fracture development of interbed sand and mud, mechanical weak plane, borehole trajectory, and seepage effect on borehole stability were evaluated and analyzed through the established model. The results indicated that the microcracks are developed on the lithologic interface due to the change of lithology of the sand–mud interbed. The anisotropy of the mechanical properties of the rocks with interbedded sand and mud is obvious, which leads to the great mechanical weak plane effect on the wellbore stability. The bottom-hole pressure difference leads to the seepage effect, which reduces the effective supporting force of the drilling fluid on the borehole wall and promotes rock sliding and failure along the lithologic interface developed by the sand–mud thin interbedded layer. Considering the influence of the borehole trajectory, mechanical weak plane, and seepage effect, the recommended drilling fluid density in the deviated section is 1.69 g/cm(3). The wellbore stability is the best when drilling along the direction of the minimum horizontal principal stress in the horizontal section. Further strengthening the plugging performance of the drilling fluid, drilling through the microfractures vertically on the interbedded lithologic interface, and reducing the lateral vibration of the drilling tools as far as possible are necessary. The research results provide a theoretical basis for the safe drilling of thin sand and mud interbedded strata. American Chemical Society 2022-12-02 /pmc/articles/PMC9753500/ /pubmed/36530276 http://dx.doi.org/10.1021/acsomega.2c04884 Text en © 2022 The Authors. Published by American Chemical Society https://creativecommons.org/licenses/by-nc-nd/4.0/Permits non-commercial access and re-use, provided that author attribution and integrity are maintained; but does not permit creation of adaptations or other derivative works (https://creativecommons.org/licenses/by-nc-nd/4.0/). |
spellingShingle | Liu, Houbin Cui, Shuai Meng, Yingfeng Sun, Hangrui Wang, Shuai Du, Shuang Study on the Mechanical Properties and Failure Law of Rocks with Interbedded Sand and Mud |
title | Study on the Mechanical
Properties and Failure Law
of Rocks with Interbedded Sand and Mud |
title_full | Study on the Mechanical
Properties and Failure Law
of Rocks with Interbedded Sand and Mud |
title_fullStr | Study on the Mechanical
Properties and Failure Law
of Rocks with Interbedded Sand and Mud |
title_full_unstemmed | Study on the Mechanical
Properties and Failure Law
of Rocks with Interbedded Sand and Mud |
title_short | Study on the Mechanical
Properties and Failure Law
of Rocks with Interbedded Sand and Mud |
title_sort | study on the mechanical
properties and failure law
of rocks with interbedded sand and mud |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9753500/ https://www.ncbi.nlm.nih.gov/pubmed/36530276 http://dx.doi.org/10.1021/acsomega.2c04884 |
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