Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns

It is of great significance to study the mechanical properties of rock fracture for the stability of rock engineering projects. The mechanical properties, including the normal compression and shear properties of rock fracture, are studied by a series of shear tests considering the effect of lateral...
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Autor*in:	Liping Qiao [verfasserIn] Zhechao Wang [verfasserIn] Wei Li [verfasserIn] Huan Liu [verfasserIn] Lei Yang [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	lateral stress rock fracture true triaxial stress mechanical property stability

Übergeordnetes Werk:	In: Journal of Marine Science and Engineering - MDPI AG, 2014, 10(2022), 5, p 677
Übergeordnetes Werk:	volume:10 ; year:2022 ; number:5, p 677

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/jmse10050677

Katalog-ID:	DOAJ022493360

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520			\|a It is of great significance to study the mechanical properties of rock fracture for the stability of rock engineering projects. The mechanical properties, including the normal compression and shear properties of rock fracture, are studied by a series of shear tests considering the effect of lateral stress using the self-developed true triaxial test apparatus. The test results show that the initial normal stiffness and the maximum normal closure value of rock fracture increase with the increase of lateral stress, and the peak shear strength and the peak dilatancy angle increase with the increase of lateral stress, whereas the peak shear displacement decreases with the increase of lateral stress. Considering the effect of lateral stress, the improved normal loading model, peak shear strength model and peak dilatancy angle model of rock fracture are established. Using the equivalent parameters of rock fracture obtained based on the test, the hydro-mechanical coupling analysis considering lateral stress is carried out for an underground water sealed oil storage cavern project. It can be concluded that with the increase of lateral stress, the displacement of surrounding rock decreases, and the surrounding rock tends to be more stable.
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allfields	10.3390/jmse10050677 doi (DE-627)DOAJ022493360 (DE-599)DOAJ8b3eec1cf51b4f99af45eae925ebed2e DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Liping Qiao verfasserin aut Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier It is of great significance to study the mechanical properties of rock fracture for the stability of rock engineering projects. The mechanical properties, including the normal compression and shear properties of rock fracture, are studied by a series of shear tests considering the effect of lateral stress using the self-developed true triaxial test apparatus. The test results show that the initial normal stiffness and the maximum normal closure value of rock fracture increase with the increase of lateral stress, and the peak shear strength and the peak dilatancy angle increase with the increase of lateral stress, whereas the peak shear displacement decreases with the increase of lateral stress. Considering the effect of lateral stress, the improved normal loading model, peak shear strength model and peak dilatancy angle model of rock fracture are established. Using the equivalent parameters of rock fracture obtained based on the test, the hydro-mechanical coupling analysis considering lateral stress is carried out for an underground water sealed oil storage cavern project. It can be concluded that with the increase of lateral stress, the displacement of surrounding rock decreases, and the surrounding rock tends to be more stable. lateral stress rock fracture true triaxial stress mechanical property stability Naval architecture. Shipbuilding. Marine engineering Oceanography Zhechao Wang verfasserin aut Wei Li verfasserin aut Huan Liu verfasserin aut Lei Yang verfasserin aut In Journal of Marine Science and Engineering MDPI AG, 2014 10(2022), 5, p 677 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:10 year:2022 number:5, p 677 https://doi.org/10.3390/jmse10050677 kostenfrei https://doaj.org/article/8b3eec1cf51b4f99af45eae925ebed2e kostenfrei https://www.mdpi.com/2077-1312/10/5/677 kostenfrei https://doaj.org/toc/2077-1312 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 10 2022 5, p 677
spelling	10.3390/jmse10050677 doi (DE-627)DOAJ022493360 (DE-599)DOAJ8b3eec1cf51b4f99af45eae925ebed2e DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Liping Qiao verfasserin aut Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier It is of great significance to study the mechanical properties of rock fracture for the stability of rock engineering projects. The mechanical properties, including the normal compression and shear properties of rock fracture, are studied by a series of shear tests considering the effect of lateral stress using the self-developed true triaxial test apparatus. The test results show that the initial normal stiffness and the maximum normal closure value of rock fracture increase with the increase of lateral stress, and the peak shear strength and the peak dilatancy angle increase with the increase of lateral stress, whereas the peak shear displacement decreases with the increase of lateral stress. Considering the effect of lateral stress, the improved normal loading model, peak shear strength model and peak dilatancy angle model of rock fracture are established. Using the equivalent parameters of rock fracture obtained based on the test, the hydro-mechanical coupling analysis considering lateral stress is carried out for an underground water sealed oil storage cavern project. It can be concluded that with the increase of lateral stress, the displacement of surrounding rock decreases, and the surrounding rock tends to be more stable. lateral stress rock fracture true triaxial stress mechanical property stability Naval architecture. Shipbuilding. Marine engineering Oceanography Zhechao Wang verfasserin aut Wei Li verfasserin aut Huan Liu verfasserin aut Lei Yang verfasserin aut In Journal of Marine Science and Engineering MDPI AG, 2014 10(2022), 5, p 677 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:10 year:2022 number:5, p 677 https://doi.org/10.3390/jmse10050677 kostenfrei https://doaj.org/article/8b3eec1cf51b4f99af45eae925ebed2e kostenfrei https://www.mdpi.com/2077-1312/10/5/677 kostenfrei https://doaj.org/toc/2077-1312 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 10 2022 5, p 677
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language	English
source	In Journal of Marine Science and Engineering 10(2022), 5, p 677 volume:10 year:2022 number:5, p 677
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topic_facet	lateral stress rock fracture true triaxial stress mechanical property stability Naval architecture. Shipbuilding. Marine engineering Oceanography
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authorswithroles_txt_mv	Liping Qiao @@aut@@ Zhechao Wang @@aut@@ Wei Li @@aut@@ Huan Liu @@aut@@ Lei Yang @@aut@@
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callnumber-first	V - Naval Science
author	Liping Qiao
spellingShingle	Liping Qiao misc VM1-989 misc GC1-1581 misc lateral stress misc rock fracture misc true triaxial stress misc mechanical property misc stability misc Naval architecture. Shipbuilding. Marine engineering misc Oceanography Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns
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topic_title	VM1-989 GC1-1581 Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns lateral stress rock fracture true triaxial stress mechanical property stability
topic	misc VM1-989 misc GC1-1581 misc lateral stress misc rock fracture misc true triaxial stress misc mechanical property misc stability misc Naval architecture. Shipbuilding. Marine engineering misc Oceanography
topic_unstemmed	misc VM1-989 misc GC1-1581 misc lateral stress misc rock fracture misc true triaxial stress misc mechanical property misc stability misc Naval architecture. Shipbuilding. Marine engineering misc Oceanography
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title	Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns
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title_full	Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns
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author_browse	Liping Qiao Zhechao Wang Wei Li Huan Liu Lei Yang
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title_sort	effect of lateral stress on the mechanical properties of rock fracture and its implication on the stability of underground oil storage caverns
callnumber	VM1-989
title_auth	Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns
abstract	It is of great significance to study the mechanical properties of rock fracture for the stability of rock engineering projects. The mechanical properties, including the normal compression and shear properties of rock fracture, are studied by a series of shear tests considering the effect of lateral stress using the self-developed true triaxial test apparatus. The test results show that the initial normal stiffness and the maximum normal closure value of rock fracture increase with the increase of lateral stress, and the peak shear strength and the peak dilatancy angle increase with the increase of lateral stress, whereas the peak shear displacement decreases with the increase of lateral stress. Considering the effect of lateral stress, the improved normal loading model, peak shear strength model and peak dilatancy angle model of rock fracture are established. Using the equivalent parameters of rock fracture obtained based on the test, the hydro-mechanical coupling analysis considering lateral stress is carried out for an underground water sealed oil storage cavern project. It can be concluded that with the increase of lateral stress, the displacement of surrounding rock decreases, and the surrounding rock tends to be more stable.
abstractGer	It is of great significance to study the mechanical properties of rock fracture for the stability of rock engineering projects. The mechanical properties, including the normal compression and shear properties of rock fracture, are studied by a series of shear tests considering the effect of lateral stress using the self-developed true triaxial test apparatus. The test results show that the initial normal stiffness and the maximum normal closure value of rock fracture increase with the increase of lateral stress, and the peak shear strength and the peak dilatancy angle increase with the increase of lateral stress, whereas the peak shear displacement decreases with the increase of lateral stress. Considering the effect of lateral stress, the improved normal loading model, peak shear strength model and peak dilatancy angle model of rock fracture are established. Using the equivalent parameters of rock fracture obtained based on the test, the hydro-mechanical coupling analysis considering lateral stress is carried out for an underground water sealed oil storage cavern project. It can be concluded that with the increase of lateral stress, the displacement of surrounding rock decreases, and the surrounding rock tends to be more stable.
abstract_unstemmed	It is of great significance to study the mechanical properties of rock fracture for the stability of rock engineering projects. The mechanical properties, including the normal compression and shear properties of rock fracture, are studied by a series of shear tests considering the effect of lateral stress using the self-developed true triaxial test apparatus. The test results show that the initial normal stiffness and the maximum normal closure value of rock fracture increase with the increase of lateral stress, and the peak shear strength and the peak dilatancy angle increase with the increase of lateral stress, whereas the peak shear displacement decreases with the increase of lateral stress. Considering the effect of lateral stress, the improved normal loading model, peak shear strength model and peak dilatancy angle model of rock fracture are established. Using the equivalent parameters of rock fracture obtained based on the test, the hydro-mechanical coupling analysis considering lateral stress is carried out for an underground water sealed oil storage cavern project. It can be concluded that with the increase of lateral stress, the displacement of surrounding rock decreases, and the surrounding rock tends to be more stable.
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container_issue	5, p 677
title_short	Effect of Lateral Stress on the Mechanical Properties of Rock Fracture and Its Implication on the Stability of Underground Oil Storage Caverns
url	https://doi.org/10.3390/jmse10050677 https://doaj.org/article/8b3eec1cf51b4f99af45eae925ebed2e https://www.mdpi.com/2077-1312/10/5/677 https://doaj.org/toc/2077-1312
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