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Effects of inhibitor KCl on hydration swelling and softening of a smectite-poor mudstone

机译:抑制剂KCl对蒙胶岩泥泥岩水合溶胀及软化的影响

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The swelling and softening of mudstones caused by water often lead to serious geological disasters. In petroleum exploration and development, the hydration expansion of mudstone can also lead to serious wellbore instability hazards. The swelling of smectite clays is the main reason for this hydration expansion in mudstones. It is generally recognized that illite and illite–smectite mixed layer clays are both poor swellable and has a low effect on rock strength of smectite-poor mudstone. Furthermore, weakening law and degree of smectite-poor mudstone in water is not clear. This study conducted swelling tests and rock mechanics experiments on a smectite-poor mudstone from the Sichuan basin. The results show that both water content and swelling capacity tend to remain steady after soaking the samples for 24?h. The mudstone water content reached 5.36%, and the swelling rate was 2% after soaking in water for 72?h, and the rock had a lower unconfined compressive strength (UCS) value of 1.41?MPa. Adding KCl inhibited these processes, and elevated KCl concentrations drastically reduced the mudstone water content and swelling rate. Compared to water, the water content and swelling rate of mudstone soaked in a 6% KCl solution both decreased by 50%. The UCS and the elastic modulus also increased for a half-dry mudstone, although the inhibitor was important. At elevated KCl inhibitor concentrations, the UCS and elastic modulus of the hydrated mudstone were lower than those of the dry mudstone. The findings of this study can help for better understanding of the application of KCl inhibitor in water-based fluid for drilling engineering.
机译:由水造成的泥岩肿胀和软化往往导致严重的地质灾害。在石油勘探开发中,泥岩的水合扩张也会导致严重的井筒不稳定危害。蒙脱石粘土的肿胀是泥岩中该水合膨胀的主要原因。通常认识到,伊利石和粘合剂 - 蒙脱石混合层粘土均呈溶胀差,对岩石岩石泥岩的岩石强度具有低效果。此外,水中弱化的泥石矿较差的泥石岩,尚不清楚。本研究对四川盆地的蒙脱石较差的泥岩进行了溶胀的试验和岩石力学实验。结果表明,浸泡24μm后,含水量和溶胀容量均趋于保持稳定。摩尔松含水量达到5.36%,在水中浸泡72μm后,膨胀率为2%,岩石的无凝固压缩强度(UCS)值较低为1.41Ωmpa。添加KCl抑制这些方法,升高的KCl浓度急剧降低了泥石水含量和溶胀率。与水相比,在6%KCl溶液中浸泡的泥岩含水量和膨胀率均降低50%。对于半干泥岩,UCS和弹性模量也增加,尽管抑制剂很重要。在升高的KCl抑制剂浓度下,水合泥岩的UC和弹性模量低于干泥岩的UCS和弹性模量。本研究的结果可以帮助更好地理解KCl抑制剂在水性液中钻井工程的应用。

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