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分级加载条件下煤系气源岩蠕变特性试验研究
供稿: 高志俭;王志荣;高杰;​贺平 时间: 2019-10-23 次数:

作者:高志俭王志荣高杰贺平

作者单位:河南省地矿建设工程(集团)有限公司郑州大学水利与环境学院

摘要:煤系气源岩蠕变特性是影响低渗气藏压裂开采的关键地质因素,为了探究煤系气源岩的蠕变特性,针对豫北地区煤系气储层薄、层序多、埋藏深和应力条件复杂等特征,分别采集了储层中粉砂岩、砂质泥岩、泥岩3种岩样,进行了不同应力水平下三轴分级荷载蠕变试验。结果表明:三轴分级加载状态下3种源岩均呈现明显的脆性特征,具体表现为破坏前无明显加速蠕变特征,稳态蠕变阶段持续较长,卸载和加载过程中变形恢复较快等特点,源岩中粉砂岩的蠕变时间最长、变形量最大,最大蠕变变形量为0.356 3%;泥岩的蠕变时间最短、变形量最小,最小蠕变变形量为0.206 8%。分级加载条件下煤系气储层岩体的蠕变有其特殊性,基于粉砂岩的蠕变试验特征,发现"六元件非线性黏弹性流变模型"能够较好地描述其蠕变过程。拟合结果表明:理论模型和试验数据吻合较好,该蠕变模型能够较完整地对源岩蠕变参数进行辨识,可为煤系气压裂开采中的理论计算提供可靠的地质参数,从而为豫北煤系气的开发提供一定的参考依据。

基金:国家自然科学基金资助项目(41272339);河南省自然科学基金资助项目(182300410149);

关键词:煤系气源岩;分级加载;三轴蠕变;源岩蠕变特性;蠕变模型;

DOI:10.16186/j.cnki.1673-9787.2019.5.2

分类号:TE37

Experimental study on creep characteristics of coal-bearing gas source rocks under grading loading

GAO ZhijianWANG ZhirongGAO JieHE Ping

Henan Geology and Mineral Construction Engineering (Group) Co., Ltd.College of Environmental and Hydraulic Engineering, Zhengzhou University

Abstract:The creep characteristics of coal-bearing gas source rocks are the key geological factors affecting fracturing mining in low permeability gas reservoirs.In order to explore the creep characteristics of coal-bearing gas source rocks, based on the characteristics of thin coal seam gas reservoirs, large sequence, deep buried depth and complex stress conditions in Yubei area, Henan province, three specimens of siltstone, sandy mudstone and mudstone in the reservoir were collected, and the triaxial grading loading creep tests under different stress levels were carried out.The results showed that three source rocks exhibited obvious brittle characteristics under triaxial grading loading and no obvious acceleration creep characteristics before their failure.The steady creep phase lasted longer, and the deformation recovery was faster during loading and unloading.The siltstone of the source rocks had the longest creep time and the largest deformation, and the maximum creep deformation was 0.356 3%;the creep time of the mudstone was the shortest, the deformation was the smallest, and the minimum creep deformation was 0.206 8%.The creep of rock mass in coal-bearing gas reservoir under grading loading had its particularity.Based on the creep test characteristics of siltstone, the“six-element nonlinear viscoelastic rheological model”was found to describe the creep process.The fitting results indicated the theoretical model agreed well with the experimental data.The creep model could identify the source rocks creep parameters more completely, which could provide reliable geological parameters for theoretical calculations in coal-bearing gas-pressure fracturing mining and a certain reference for the development of coal-bearing gas in Yubei area.

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