TRIAXIAL COMPRESSION TESTING OF FROZEN SOILS FOR THE DETERMINATION OF RHEOLOGICAL PARAMETERS
Detailed investigation of mechanical, deformation and rheological properties of frozen soils is an actual issue, as they are basis of civil- engineering survey for underground constructions in permafrost holding more than 50% of the territory of Russia. The majority of modern software packages which...
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Language: | English |
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The National University of Science and Technology MISiS (NUST MISiS)
2018
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Online Access: | https://mst.misis.ru/jour/article/view/79 https://doi.org/10.17073/2500-0632-2017-3-18-22 |
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ftjmst:oai:oai.gscience.elpub.ru:article/79 |
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Open Polar |
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Mining Science and Technology (E-Journal) |
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ftjmst |
language |
English |
topic |
geomechanics triaxial compression rheological characteristics |
spellingShingle |
geomechanics triaxial compression rheological characteristics V. A. Ageenko M. N. Tavostin I. S. Vakulenko TRIAXIAL COMPRESSION TESTING OF FROZEN SOILS FOR THE DETERMINATION OF RHEOLOGICAL PARAMETERS |
topic_facet |
geomechanics triaxial compression rheological characteristics |
description |
Detailed investigation of mechanical, deformation and rheological properties of frozen soils is an actual issue, as they are basis of civil- engineering survey for underground constructions in permafrost holding more than 50% of the territory of Russia. The majority of modern software packages which calculate structures stability considering stress state of soils massive, demand knowledge of mechanical and rheological parameters defined by triaxial compression tests. The current article presents: estimation method of frozen soils rheological parameters by triaxial compression testing; required equipment and the research results. The samples of frozen soil 10 – 50 m depth from Kharasavey gas field were used as test material. Mostly they are presented by loam, clay and sand. The experiments were run at the range of temperature from −3°C to −6°C. Triaxial compression testing was provided by the laboratory equipment which allows to run experiments in the mode of automatic load, maintenance and deformation processes registration. Test procedure of rheological parameters identification under conditions of long-term triaxial compression considered incremental load Stage duration was equal to 24 hours. The experiments were run until th specimen’s failure. As a result of the testing, mechanical, deformation and rheological parameters for frozen soils are defined at temperatures −3°C −6°C. The achieved results can be interpreted in different models (Mohr-Coulomb, Drucker-Prager, Tresca etc.). The described experiments were carried out at LLC Gazprom Geotechnology for the design of underground drill cutting s storages in permafrost. Detailed investigation of mechanical, deformation and rheological properties of frozen soils is an actual issue, as they are basis of civil-engineering survey for underground constructions in permafrost holding more than 50% of the territory of Russia. The majority of modern software packages which calculate structures stability considering stress state of soils massive, demand knowledge of ... |
format |
Article in Journal/Newspaper |
author |
V. A. Ageenko M. N. Tavostin I. S. Vakulenko |
author_facet |
V. A. Ageenko M. N. Tavostin I. S. Vakulenko |
author_sort |
V. A. Ageenko |
title |
TRIAXIAL COMPRESSION TESTING OF FROZEN SOILS FOR THE DETERMINATION OF RHEOLOGICAL PARAMETERS |
title_short |
TRIAXIAL COMPRESSION TESTING OF FROZEN SOILS FOR THE DETERMINATION OF RHEOLOGICAL PARAMETERS |
title_full |
TRIAXIAL COMPRESSION TESTING OF FROZEN SOILS FOR THE DETERMINATION OF RHEOLOGICAL PARAMETERS |
title_fullStr |
TRIAXIAL COMPRESSION TESTING OF FROZEN SOILS FOR THE DETERMINATION OF RHEOLOGICAL PARAMETERS |
title_full_unstemmed |
TRIAXIAL COMPRESSION TESTING OF FROZEN SOILS FOR THE DETERMINATION OF RHEOLOGICAL PARAMETERS |
title_sort |
triaxial compression testing of frozen soils for the determination of rheological parameters |
publisher |
The National University of Science and Technology MISiS (NUST MISiS) |
publishDate |
2018 |
url |
https://mst.misis.ru/jour/article/view/79 https://doi.org/10.17073/2500-0632-2017-3-18-22 |
long_lat |
ENVELOPE(66.922,66.922,71.071,71.071) |
geographic |
Kharasavey |
geographic_facet |
Kharasavey |
genre |
Arctic Kharasavey permafrost Polar Record |
genre_facet |
Arctic Kharasavey permafrost Polar Record |
op_source |
Gornye nauki i tekhnologii = Mining Science and Technology (Russia); No 3 (2017); 18-24 Горные науки и технологии; No 3 (2017); 18-24 2500-0632 |
op_relation |
https://mst.misis.ru/jour/article/view/79/78 Ageenko V.A. Development of algorithms for computer-aided design of ground space in the historic center of Moscow on the accession of new territories. Mining informational and analytical bulletin (scientific and technical journal), no. 5, 2012, pp. 358-359. [In Russian] Savich O.I., Karpuhin A.N., Surin S.D. Usage of used chambers of borehole hydroextraction of sand for storage of liquid hydrocarbons and burial of waste of boring on gas and oil and condensate deposits of Yamal Peninsula. Mining informational and analytical bulletin (scientific and technical journal), no. 4, 2010, pp. 298-301. [In Russian] Vakulenko I.S, Smirnov V.I, Surin S.D. Experience of construction and prospects for the use of underground storages for drilling waste in permafrost. Mining informational and analytical bulletin (scientific and technical journal), no. 1, 2016, pp. 222-229. [In Russian] Ageenko V.A., Baklashov I.V. Development of theory and modeling of processes of arching in the vicinity of a tunnel. Mining informational and analytical bulletin (scientific and technical journal), no. 12, 2015, pp. 5-7 [In Russian] Skvortsov A.A, Voronova A.V, Zhuravlyova T.J. Metodika otsenki ustoichivisti podzemnyh reservuarov v mnogoletnemerzluh porodah [Stabiity determination method of underground storages in permafrost]. The issues of Sergeev's readings conf., 2016, pp. 544- 549. [In Russian] Skvortsov A.A, Voronova A.V, Zhuravlyova T.J. Modelirovanie geomehanicheskogo povedeniya podzemnyx reservuarov v mnogoletnemerzlyh porodah [Geomechanical behavior simulation of underground storages in permafrost]. The issues of Engineering Systems conf., 2015, pp. 163-173. [In Russian] Khrulev A.S., Savich O.I., Surin S.D. Aktual’nye tekhnologii obrashcheniya s otkhodami pri stroitel’stve skvazhin. NEFT’’GAZTEK [Advanced technologies of waste disposal in well construction: NEFTGAZTEK]. Tumen, 2014, pp. 298–299. [In Russian] Aksyutin O.E., Kazaryan V.A., Ishkov A.G., et. al. Stroitel’stvo i ekspluatatsiya rezervuarov v mnogoletnemerzlykh osadochnykh porodakh [Construction and operation of storages in permafrost sedimentary strata]. Moscow-Izhevsk, NITs “RKhD”, Institut komp’yuternykh issledovaniy, 2013, 432 p. [In Russian] Lavrov A. The Kaiser effect in rocks: principles and stress estimation techniques // International Journal of Rock Mechanics and Mining Sciences. 2003, vol. 40, no. 2, pp. 151– 171. Razbegin V.N., Vyalov S.S., Maksimyak R.V., Sadovskii A.V. Mechanical properties of frozen soils. Soil Mechanics and Foundation Engineering, no. 33(2), 1996, pp. 35-45. El Hassan Ait Laasri, Es-Said Akhouayri Dris Agliz, Abderrahman Atmani. Automatic detection and picking of P-wave arrival in locally stationary noise using cross-correlation. Digital Signal Processing, March 2014, vol. 26. pp. 87–100. Brady B.H.G., Brown E.T. Rock mechanics: for underground mining. Springer Science & Business Media, 2013. Arenson L.U., Springman, S.M. Triaxial constant stress and constant strain rate tests on icerich permafrost samples. Canadian Geotechnical Journal, no. 42(2), 2005, pp. 412-430. Wang, S., Qi, J., Yao, X. “Stress relaxation characteristics of warm frozen clay under triaxial conditions”. Cold Regions Science and Technology, 69(1), 2011, p.112-117. Watson G.H., Slusarchuk W.A., Rowley R.K. Determination of some frozen and thawed properties of permafrost soils. Canadian Geotechnical Journal, no. 10(4), 1973, pp. 592-606. Fish, A.M. Creep and Strength of Frozen Soil Under Triaxial Compression. No. CRREL-SR- 94- 32. COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH, 1994. Chuvilin E.M., Yershov E.D., Naletova N.S., Miklyaeva, E.S. The use of permafrost for the storage of oil and oil products and the burial of toxic industrial wastes in the Arctic. Polar Record, no. 36(198), 2000, pp. 211-214. Andersland O.B., Ladanyi, B. Frozen ground engineering. John Wiley&Sons, 2004. Johnston G.H. Permafrost: engineering design and construction. J. Wiley, 1981. Zhao X., Zhou G., Chen G., Shang X., Zhao G. Triaxial compression deformation for artificial frozen clay with thermal gradient. Cold Regions Science and Technology, no. 67(3), 2011, pp. 171-177. https://mst.misis.ru/jour/article/view/79 doi:10.17073/2500-0632-2017-3-18-22 |
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Authors who publish with this journal agree to the following terms:Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access). Авторы, публикующие статьи в данном журнале, соглашаются на следующее:Авторы сохраняют за собой автороские права и предоставляют журналу право первой публикации работы, которая по истечении 6 месяцев после публикации автоматически лицензируется на условиях Creative Commons Attribution License , которая позволяет другим распространять данную работу с обязательным сохранением ссылок на авторов оригинальной работы и оригинальную публикацию в этом журнале.Авторы имеют право размещать их работу в сети Интернет (например в институтском хранилище или персональном сайте) до и во время процесса рассмотрения ее данным журналом, так как это может привести к продуктивному обсуждению и большему количеству ссылок на данную работу (См. The Effect of Open Access). |
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ftjmst:oai:oai.gscience.elpub.ru:article/79 2023-05-15T14:28:22+02:00 TRIAXIAL COMPRESSION TESTING OF FROZEN SOILS FOR THE DETERMINATION OF RHEOLOGICAL PARAMETERS Triaxial compression testing of frozen soils for the determination of rheological parameters V. A. Ageenko M. N. Tavostin I. S. Vakulenko 2018-02-28 application/pdf https://mst.misis.ru/jour/article/view/79 https://doi.org/10.17073/2500-0632-2017-3-18-22 eng eng The National University of Science and Technology MISiS (NUST MISiS) https://mst.misis.ru/jour/article/view/79/78 Ageenko V.A. Development of algorithms for computer-aided design of ground space in the historic center of Moscow on the accession of new territories. Mining informational and analytical bulletin (scientific and technical journal), no. 5, 2012, pp. 358-359. [In Russian] Savich O.I., Karpuhin A.N., Surin S.D. Usage of used chambers of borehole hydroextraction of sand for storage of liquid hydrocarbons and burial of waste of boring on gas and oil and condensate deposits of Yamal Peninsula. Mining informational and analytical bulletin (scientific and technical journal), no. 4, 2010, pp. 298-301. [In Russian] Vakulenko I.S, Smirnov V.I, Surin S.D. Experience of construction and prospects for the use of underground storages for drilling waste in permafrost. Mining informational and analytical bulletin (scientific and technical journal), no. 1, 2016, pp. 222-229. [In Russian] Ageenko V.A., Baklashov I.V. Development of theory and modeling of processes of arching in the vicinity of a tunnel. Mining informational and analytical bulletin (scientific and technical journal), no. 12, 2015, pp. 5-7 [In Russian] Skvortsov A.A, Voronova A.V, Zhuravlyova T.J. Metodika otsenki ustoichivisti podzemnyh reservuarov v mnogoletnemerzluh porodah [Stabiity determination method of underground storages in permafrost]. The issues of Sergeev's readings conf., 2016, pp. 544- 549. [In Russian] Skvortsov A.A, Voronova A.V, Zhuravlyova T.J. Modelirovanie geomehanicheskogo povedeniya podzemnyx reservuarov v mnogoletnemerzlyh porodah [Geomechanical behavior simulation of underground storages in permafrost]. The issues of Engineering Systems conf., 2015, pp. 163-173. [In Russian] Khrulev A.S., Savich O.I., Surin S.D. Aktual’nye tekhnologii obrashcheniya s otkhodami pri stroitel’stve skvazhin. NEFT’’GAZTEK [Advanced technologies of waste disposal in well construction: NEFTGAZTEK]. Tumen, 2014, pp. 298–299. [In Russian] Aksyutin O.E., Kazaryan V.A., Ishkov A.G., et. al. Stroitel’stvo i ekspluatatsiya rezervuarov v mnogoletnemerzlykh osadochnykh porodakh [Construction and operation of storages in permafrost sedimentary strata]. Moscow-Izhevsk, NITs “RKhD”, Institut komp’yuternykh issledovaniy, 2013, 432 p. [In Russian] Lavrov A. The Kaiser effect in rocks: principles and stress estimation techniques // International Journal of Rock Mechanics and Mining Sciences. 2003, vol. 40, no. 2, pp. 151– 171. Razbegin V.N., Vyalov S.S., Maksimyak R.V., Sadovskii A.V. Mechanical properties of frozen soils. Soil Mechanics and Foundation Engineering, no. 33(2), 1996, pp. 35-45. El Hassan Ait Laasri, Es-Said Akhouayri Dris Agliz, Abderrahman Atmani. Automatic detection and picking of P-wave arrival in locally stationary noise using cross-correlation. Digital Signal Processing, March 2014, vol. 26. pp. 87–100. Brady B.H.G., Brown E.T. Rock mechanics: for underground mining. Springer Science & Business Media, 2013. Arenson L.U., Springman, S.M. Triaxial constant stress and constant strain rate tests on icerich permafrost samples. Canadian Geotechnical Journal, no. 42(2), 2005, pp. 412-430. Wang, S., Qi, J., Yao, X. “Stress relaxation characteristics of warm frozen clay under triaxial conditions”. Cold Regions Science and Technology, 69(1), 2011, p.112-117. Watson G.H., Slusarchuk W.A., Rowley R.K. Determination of some frozen and thawed properties of permafrost soils. Canadian Geotechnical Journal, no. 10(4), 1973, pp. 592-606. Fish, A.M. Creep and Strength of Frozen Soil Under Triaxial Compression. No. CRREL-SR- 94- 32. COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH, 1994. Chuvilin E.M., Yershov E.D., Naletova N.S., Miklyaeva, E.S. The use of permafrost for the storage of oil and oil products and the burial of toxic industrial wastes in the Arctic. Polar Record, no. 36(198), 2000, pp. 211-214. Andersland O.B., Ladanyi, B. Frozen ground engineering. John Wiley&Sons, 2004. Johnston G.H. Permafrost: engineering design and construction. J. Wiley, 1981. Zhao X., Zhou G., Chen G., Shang X., Zhao G. Triaxial compression deformation for artificial frozen clay with thermal gradient. Cold Regions Science and Technology, no. 67(3), 2011, pp. 171-177. https://mst.misis.ru/jour/article/view/79 doi:10.17073/2500-0632-2017-3-18-22 Authors who publish with this journal agree to the following terms:Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access). Авторы, публикующие статьи в данном журнале, соглашаются на следующее:Авторы сохраняют за собой автороские права и предоставляют журналу право первой публикации работы, которая по истечении 6 месяцев после публикации автоматически лицензируется на условиях Creative Commons Attribution License , которая позволяет другим распространять данную работу с обязательным сохранением ссылок на авторов оригинальной работы и оригинальную публикацию в этом журнале.Авторы имеют право размещать их работу в сети Интернет (например в институтском хранилище или персональном сайте) до и во время процесса рассмотрения ее данным журналом, так как это может привести к продуктивному обсуждению и большему количеству ссылок на данную работу (См. The Effect of Open Access). Gornye nauki i tekhnologii = Mining Science and Technology (Russia); No 3 (2017); 18-24 Горные науки и технологии; No 3 (2017); 18-24 2500-0632 geomechanics triaxial compression rheological characteristics info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion 2018 ftjmst https://doi.org/10.17073/2500-0632-2017-3-18-22 2023-03-28T16:44:50Z Detailed investigation of mechanical, deformation and rheological properties of frozen soils is an actual issue, as they are basis of civil- engineering survey for underground constructions in permafrost holding more than 50% of the territory of Russia. The majority of modern software packages which calculate structures stability considering stress state of soils massive, demand knowledge of mechanical and rheological parameters defined by triaxial compression tests. The current article presents: estimation method of frozen soils rheological parameters by triaxial compression testing; required equipment and the research results. The samples of frozen soil 10 – 50 m depth from Kharasavey gas field were used as test material. Mostly they are presented by loam, clay and sand. The experiments were run at the range of temperature from −3°C to −6°C. Triaxial compression testing was provided by the laboratory equipment which allows to run experiments in the mode of automatic load, maintenance and deformation processes registration. Test procedure of rheological parameters identification under conditions of long-term triaxial compression considered incremental load Stage duration was equal to 24 hours. The experiments were run until th specimen’s failure. As a result of the testing, mechanical, deformation and rheological parameters for frozen soils are defined at temperatures −3°C −6°C. The achieved results can be interpreted in different models (Mohr-Coulomb, Drucker-Prager, Tresca etc.). The described experiments were carried out at LLC Gazprom Geotechnology for the design of underground drill cutting s storages in permafrost. Detailed investigation of mechanical, deformation and rheological properties of frozen soils is an actual issue, as they are basis of civil-engineering survey for underground constructions in permafrost holding more than 50% of the territory of Russia. The majority of modern software packages which calculate structures stability considering stress state of soils massive, demand knowledge of ... Article in Journal/Newspaper Arctic Kharasavey permafrost Polar Record Mining Science and Technology (E-Journal) Kharasavey ENVELOPE(66.922,66.922,71.071,71.071) Mining science and technology 3 18 24 |