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1. 中国石油天然气股份有限公司 塔里木油田公司, 新疆 库尔勒 841000;
2. 中国石油天然气集团有限公司 超深层复杂油气藏勘探开发技术研发中心, 新疆 库尔勒 841000;
3. 新疆维吾尔自治区 超深层复杂油气藏勘探开发工程研究中心, 新疆 库尔勒 841000;
4. 中国矿业大学 资源与地球科学学院, 江苏 徐州 221116;
5. 煤层气资源与成藏过程教育部重点实验室, 江苏 徐州 221008;
6. 山东省煤田地质局 第二勘探队, 山东 济宁 272100
详细信息
1. 中国石油天然气股份有限公司 塔里木油田公司, 新疆 库尔勒 841000;
2. 中国石油天然气集团有限公司 超深层复杂油气藏勘探开发技术研发中心, 新疆 库尔勒 841000;
3. 新疆维吾尔自治区 超深层复杂油气藏勘探开发工程研究中心, 新疆 库尔勒 841000;
4. 中国矿业大学 资源与地球科学学院, 江苏 徐州 221116;
5. 煤层气资源与成藏过程教育部重点实验室, 江苏 徐州 221008;
6. 山东省煤田地质局 第二勘探队, 山东 济宁 272100
Factors and variations of mechanical properties of tight sandstones in Cretaceous Bashijiqike Formation of Kuqa Depression of Tarim Basin
1. PetroChina Tarim Oilfield Company, Korla, Xinjiang 841000, China;
2. Research and Development Center for Ultra-Deep Complex Reservoir Exploration and Development, CNPC, Korla, Xinjiang 841000, China;
3. Engineering Research Center for Ultra-deep Complex Reservoir Exploration and Development, Xinjiang Uygur Autonomous Region, Korla, Xinjiang 841000, China;
4. School of Researces and Geosciences, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China;
5. Key Laboratory of Coalbed Methane Resources and Reservoir Formation Process(Ministry of Education), China University of Mining and Technology, Xuzhou, Jiangsu 221008, China;
6. The Second Exploration Team of Shandong Provincial Bureau of Coal Geology, Jining, Shandong 272100, China
1. PetroChina Tarim Oilfield Company, Korla, Xinjiang 841000, China;
2. Research and Development Center for Ultra-Deep Complex Reservoir Exploration and Development, CNPC, Korla, Xinjiang 841000, China;
3. Engineering Research Center for Ultra-deep Complex Reservoir Exploration and Development, Xinjiang Uygur Autonomous Region, Korla, Xinjiang 841000, China;
4. School of Researces and Geosciences, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China;
5. Key Laboratory of Coalbed Methane Resources and Reservoir Formation Process(Ministry of Education), China University of Mining and Technology, Xuzhou, Jiangsu 221008, China;
6. The Second Exploration Team of Shandong Provincial Bureau of Coal Geology, Jining, Shandong 272100, China
为查明塔里木盆地库车坳陷白垩系巴什基奇克组致密砂岩力学特性,结合深层-超深层油气勘探开发的现场问题,采用三轴压缩实验定量研究了围压、流体和加载速率影响岩石力学性质变化的规律,并初步分析其原因。研究结果表明,砂岩试样最大主应力差、弹性模量均随着围压的增大而显著增大,其微观原因在于围压增大使岩石内部质点彼此之间距离缩短,增强了岩石的内聚力,颗粒之间不易离散;砂岩试样经历低围压脆性→脆-韧性转换→高围压韧性变形破裂演化的过程。与干燥砂岩试样相比,纯净水浸泡样、150 g/L溶液浸泡样、250 g/L溶液浸泡样和350 g/L溶液浸泡样弹性模量降低幅度分别为67.71%、61.45%、64.69%和57.32%,纯净水浸泡造成的降低幅度最大,流体矿化度的升高能够减弱岩石力学参数弱化的趋势;晶体表面结晶和双电层厚度变化是上述变化规律的重要控制因素。在较低的加载速率条件时,砂岩试样的最大主应力差、弹性模量和泊松比的值都较小,但随着加载速率的增大增速较快;当加载速率达到一定关键数值之后(本次实验为0.05 mm/min左右),岩石力学参数值增速变缓。
In this study, in order to find out the mechanical properties of tight sandstones in Cretaceous Bashijiqike Formation of Kuqa Depression of Tarim Basin, combining with field problems during deep -ultra-deep oil and gas exploration and development, variations of mechanical properties of rocks were quantitatively studied using triaxial compression experiments under the effects of confining pressure and fluid and loading rate, and the reasons were also preliminarily analyzed. The results show that the maximum principal stress difference and elastic modulus of sandstones samples increase significantly with the increase of confining pressure. The microscopic reason is that the increase of confining pressure shortens the distance among particles inside the rock and enhances the cohesion of the rock, hence, particles are not easily separated. Sandstone samples experience the process of brittleness under low confining pressure→brittle-ductile transformation→ductile deformation under high confining pressure. Compared with dry sandstone samples, the reductions of elastic modulus for samples soaked in pure water, 150 g/L solution, 250 g/L solution, and 350 g/L solution were 67. 71%, 61. 45%, 64. 69%, and 57. 32%, respectively. The reduction for the sample soaked in pure water is the largest, and the increase of fluid salinity can weaken the trend of mechanical parameters of rock weakening. The crystallization and changes of electric double layer thickness are important controlling factors for the above changes. At a relatively low loading rate, the maximum principal stress difference, elastic modulus, and Poisson's ratio of the sandstone sample are small, but increase fast relatively with the increase of loading rate. When the loading rate reaches a certain critical value (e.g., about 0.05 mm/min in this experiment), the increase rate of mechanical parameters of rock slows down.