Effects of Osmotic Pressure and Confining Pressure on the Rheological Properties of Silty Mudstone

MA Chong, HU Bin, ZHAN Hong-bing, JIANG Hai-fei

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (5) : 92-98.

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Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (5) : 92-98. DOI: 10.11988/ckyyb.20160196
ROCK-SOIL ENGINEERING

Effects of Osmotic Pressure and Confining Pressure on the Rheological Properties of Silty Mudstone

  • MA Chong1, 2, HU Bin1, ZHAN Hong-bing1, JIANG Hai-fei1
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Abstract

Triaxial rheology tests under different confining pressures and osmotic pressures were carried out on the silty mudstone from the Badong formation in Three Gorges Reservoir area to study the effect of osmotic pressure and confining pressure on the rheological properties of rock mass. The collection and preparation of rock specimens as well as the test scheme are introduced in detail. Through analyzing the creep curves of silty mudstone, the osmotic pressure and confining pressure’s influences on the rheological process and mechanism of silty mudstone are discussed. Furthermore, creep long-term strength of silty mudstone under different confining pressures and osmotic pressures is obtained according to the stress-strain isochronal curves and the steady-state creep rate. Results show that: 1) the instantaneous elastic modulus of silty mudstone decreases as the stress level increases; 2) pore water pressure could reduce the axial strain in the initial stage of creep, but increase the axial strain in the later stage of creep because of crack extension; 3) osmotic pressure shortens the time of creep damage and causes some characteristics of brittle failure; 4) osmotic pressure is conducive to the expansion and coalescence of rock fissures, which yields the reduction of the creep long-term strength of rock; whereas confining pressure increases the creep long-term strength. The results provide important experimental and theoretical references to understanding the creep characteristics of silty mudstone in the Three Gorges Reservoir area.

Key words

silty mudstone / triaxial rheology / osmotic pressure / confining pressure / long-term strength / Three Gorges Reservoir area

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MA Chong, HU Bin, ZHAN Hong-bing, JIANG Hai-fei. Effects of Osmotic Pressure and Confining Pressure on the Rheological Properties of Silty Mudstone[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 92-98 https://doi.org/10.11988/ckyyb.20160196

References

[1] 孙 钧.岩石流变力学及其工程应用研究的若干进展[J]. 岩石力学与工程学报, 2007, 26(6): 1081-1106.
[2] SLIZOWSKI J L. Salt-mudstones and Rock-salt Suitabilities for Radioactive-waste Storage Systems: Rheological Properties[J]. Applied Energy, 2003, 75(1): 137-144.
[3] 蒋昱州, 徐卫亚, 朱杰兵,等. 含断续软弱夹层岩石流变力学特性研究[J] . 长江科学院院报,2009,26(12):71-75,109.
[4] 王新刚,胡 斌,连宝琴. 西藏邦铺矿区花岗岩剪切流变本构研究及其开挖边坡长期稳定性分析[J]. 岩土力学, 2014, 35(12):3496-3502.
[5] 黄书岭,冯夏庭,周 辉,等.水压和应力耦合下脆性岩石蠕变与破坏时效机制研究[J]. 岩土力学,2010, 31(11):3441-3451.
[6] 赵延林,曹 平,林 杭,等.渗透压作用下压剪岩石裂纹流变断裂贯通机制及破坏准则探讨[J] .岩土工程学报,2008,30(4):511-517.
[7] CONIL N,DJERAN-MAIGRE I,CABRILLAC R, et al . Poroplastic Damage Model for Claystones [J]. Applied Clay Science, 2004, 26(1/4): 473-487.
[8] 王芝银,李云鹏.岩体流变理论及其数值模拟[M]. 北京:科学出版社, 2008.
[9] 朱珍德, 张爱军, 徐卫亚.脆性岩石全应力-应变过程渗流特性试验研究[J]. 岩土力学,2002, 23(5):555-563.
[10] 张 玉,徐卫亚,邵建富,等.渗流-应力耦合作用下碎屑岩流变特性和渗透演化机制试验研究[J]. 岩石力学与工程学报,2014,33(8):1679-1690.
[11] 杨圣奇,徐卫亚,谢守益,等.饱和状态下硬岩三轴流变变形与破裂机制研究[J]. 岩土工程学报,2006,28(8):962-969.
[12] 俞 缙,李 宏,陈 旭,等. 渗透压-应力耦合作用下砂岩渗透率与变形关联性三轴试验研究[J ].岩石力学与工程学报,2013, 32(6): 1203-1213.
[13] 贾善坡,陈卫忠,于洪丹,等.泥岩渗流-应力耦合蠕变损伤模型研究(Ⅰ):理论模型[J]. 岩土力学,2011, 32(9):2596-2602.
[14] 贾善坡,陈卫忠,于洪丹,等.泥岩渗流-应力耦合蠕变损伤模型研究(II): 数值仿真和参数反演[J]. 岩土力学,2011, 32(10):3163-3170.
[15] 王如宾,徐卫亚,王 伟,等.坝基硬岩蠕变特性试验及其蠕变全过程中的渗流规律[J].岩石力学与工程学报,2010,29(5):960-969.
[16] 杨红伟,许 江,聂 闻,等.渗流水压力分级加载岩石蠕变特性研究[J] .岩土工程学报,2015,37(9):1613-1619.
[17] 韩 冰,王芝银,丁秀丽,等. 软硬互层岩体流变特性的数值模拟[J] . 长江科学院院报,2007,24(2):25-29.
[18] 宋勇军,雷胜友,邹 翀,等. 分级加载下炭质板岩蠕变特性的试验研究[J]. 长江科学院院报,2013,30(9):47-52.
[19] 胡 斌,蒋海飞,胡新丽,等. 紫红色泥岩剪切流变力学特性分析[J]. 岩石力学与工程学报, 2012, 31(增1):1242-1246.
[20] 王志俭,殷坤龙,简文星,等.三峡库区万州红层砂岩流变特性试验研究[J].岩石力学与工程学报,2008,27(4):840-847.
[21] 张强勇,杨文东,陈 芳,等. 硬脆性岩石的流变长期强度及细观破裂机制分析研究[J].岩土工程学报, 2011, 33(12): 1910-1918.
[22] 许宏发. 软岩强度和弹模的时间效应研究[J]. 岩石力学与工程学报, 1997,16(3):246-251.
[23] 陈 芳. 高坝坝区硬脆性裂隙岩体的流变强度时效模型及工程应用研究[D]. 济南:山东大学,2012.
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