{"title":"准噶尔盆地中部深层砂岩储层脆性特征及水力裂缝扩展研究","authors":"Lianchong Li, Jian Lu, Wenqiang Mu, Ran Ding, Anhai Zhong, Feng Yang, Mingyang Zhai","doi":"10.1007/s10064-025-04304-0","DOIUrl":null,"url":null,"abstract":"<div><p>In recent years, the exploration of oil and gas resources has been continuously extended to deep reservoirs, such as deep sandstone reservoirs in the central Junggar Basin, Western China. Hydraulic fracturing for increasing production is significantly affected by rock brittleness and in-situ stress level. In this study, a geometric mean-based comprehensive index (GMCI) was proposed from experimental analyses. Subsequently, the effect of brittleness on failure modes and acoustic emission (AE) characteristics was analyzed. Finally, a three-dimensional numerical model was established considering pore pressure, in-situ stress, and fractures at the field scale to analyze the hydraulic fracturing in deep sandstone oil reservoirs, which was validated by microseismic monitoring (MS) results. The research results indicate that the brittleness of deep sandstones can be effectively evaluated with the GMCI method. With the increase of confining pressure, the overall trend of the brittleness index decreases; this is consistent with the failure mode in the experiments. With increasing brittle mineral content, the failure modes change from single shear failure to composite failure with multiple fractures, resulting in different AE vibration modes. With increasing burial depth of the reservoir by 400 m, the fracture length and width were reduced by 35.5% and 36.5%, respectively, and the stimulated reservoir volume (SRV) was reduced by 33.6%. The brittle response of a sandstone reservoir is limited, resulting in a significant decrease in fracture complexity and fracturing effect. The research results can provide some references for the mechanical response, brittle evaluation and field fracturing design of deep sandstone.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 6","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-05-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigation of brittle characteristics and hydraulic fracture propagation in deep sandstone reservoirs in the central Junggar Basin\",\"authors\":\"Lianchong Li, Jian Lu, Wenqiang Mu, Ran Ding, Anhai Zhong, Feng Yang, Mingyang Zhai\",\"doi\":\"10.1007/s10064-025-04304-0\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>In recent years, the exploration of oil and gas resources has been continuously extended to deep reservoirs, such as deep sandstone reservoirs in the central Junggar Basin, Western China. Hydraulic fracturing for increasing production is significantly affected by rock brittleness and in-situ stress level. In this study, a geometric mean-based comprehensive index (GMCI) was proposed from experimental analyses. Subsequently, the effect of brittleness on failure modes and acoustic emission (AE) characteristics was analyzed. Finally, a three-dimensional numerical model was established considering pore pressure, in-situ stress, and fractures at the field scale to analyze the hydraulic fracturing in deep sandstone oil reservoirs, which was validated by microseismic monitoring (MS) results. The research results indicate that the brittleness of deep sandstones can be effectively evaluated with the GMCI method. With the increase of confining pressure, the overall trend of the brittleness index decreases; this is consistent with the failure mode in the experiments. With increasing brittle mineral content, the failure modes change from single shear failure to composite failure with multiple fractures, resulting in different AE vibration modes. With increasing burial depth of the reservoir by 400 m, the fracture length and width were reduced by 35.5% and 36.5%, respectively, and the stimulated reservoir volume (SRV) was reduced by 33.6%. The brittle response of a sandstone reservoir is limited, resulting in a significant decrease in fracture complexity and fracturing effect. The research results can provide some references for the mechanical response, brittle evaluation and field fracturing design of deep sandstone.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 6\",\"pages\":\"\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-05-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Engineering Geology and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10064-025-04304-0\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, ENVIRONMENTAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04304-0","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
Investigation of brittle characteristics and hydraulic fracture propagation in deep sandstone reservoirs in the central Junggar Basin
In recent years, the exploration of oil and gas resources has been continuously extended to deep reservoirs, such as deep sandstone reservoirs in the central Junggar Basin, Western China. Hydraulic fracturing for increasing production is significantly affected by rock brittleness and in-situ stress level. In this study, a geometric mean-based comprehensive index (GMCI) was proposed from experimental analyses. Subsequently, the effect of brittleness on failure modes and acoustic emission (AE) characteristics was analyzed. Finally, a three-dimensional numerical model was established considering pore pressure, in-situ stress, and fractures at the field scale to analyze the hydraulic fracturing in deep sandstone oil reservoirs, which was validated by microseismic monitoring (MS) results. The research results indicate that the brittleness of deep sandstones can be effectively evaluated with the GMCI method. With the increase of confining pressure, the overall trend of the brittleness index decreases; this is consistent with the failure mode in the experiments. With increasing brittle mineral content, the failure modes change from single shear failure to composite failure with multiple fractures, resulting in different AE vibration modes. With increasing burial depth of the reservoir by 400 m, the fracture length and width were reduced by 35.5% and 36.5%, respectively, and the stimulated reservoir volume (SRV) was reduced by 33.6%. The brittle response of a sandstone reservoir is limited, resulting in a significant decrease in fracture complexity and fracturing effect. The research results can provide some references for the mechanical response, brittle evaluation and field fracturing design of deep sandstone.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.