Evidence map›Paper›PMID 41946771›Full record

ArticleScientific reports2026

Evaluation and analysis of brittleness and acoustic emission characteristics of tight sandstone under the influence of acid-treatment.

Weile Geng, Shengli Guo, Gun Huang, Jun Wang

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Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

4 authors.

Weile GengSchool of Safety and Management Engineering, Hunan Institute of Technology, Hengyang, 421002, China.
Shengli GuoSchool of Safety and Management Engineering, Hunan Institute of Technology, Hengyang, 421002, China.
Gun HuangState Key Laboratory of Coal Mine Disaster Dynamics and Control, School of Resources and Safety Engineering, Chongqing University, Chongqing, 400030, China. hg023@cqu.edu.cn.
Jun WangSINOPEC Geophysical Research Institute Co., Ltd, SINOPEC, Nanjing, 211103, China. wangjun.swty@sinopec.com.

Funding

Hunan Provincial Natural Science Foundation 2025JJ70124Research Start-up Fund Project of Hunan Institute of Technology HQ23013Research Start-up Fund Project of Hunan Institute of Technology HQ23040Science and Technology Research Program of Chongqing Municipal Education Commission KJQN202304402Scientific Research Foundation of Hunan Provincial Education Department 23B0826Scientific Research Foundation of Hunan Provincial Education Department 24A0651
6 · The paper itself

Abstract

Acid treatment has been proven to effectively reduce reservoir fracture pressure, but the variation pattern of sandstone brittleness after acid treatment remains unclear. To effectively evaluate the characteristics of brittleness changes, uniaxial compression tests were conducted on tight sandstone subjected to acid treatment for different durations, and a brittleness index evaluation method based on radial strain response was established. The results show that sandstone uniaxial compressive strength decreases stepwise with prolonged acid treatment. Elastic modulus decreases slowly initially, drops sharply after 24 h of acid treatment, and stabilizes between 120 and 168 h. Poisson’s ratio decreases linearly after 6 h of acid treatment. The brittleness index first increases and then decreases, peaking at 12–24 h of acid treatment—consistent with AE results showing more high-intensity signals during the elastic compression stage of axial stress-strain curves. After acid treatment, sandstone crack initiation stress first increases slowly, then gradually decreases, and finally drops rapidly. This is attributed to acid-rock reaction-induced dissolution of minerals and cementing materials, which detaches fine-grained matrix particles, increases porosity, and reduces crack initiation stress. The findings provide a reference for engineering design and construction of high fracture pressure tight sandstone reservoirs.

Indexed as

Acid treatmentAcoustic emissionBrittlenessRadial strain responseTight sandstone reservoirs

Identifiers

PMID41946771
PMCPMC13061967

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