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作 者:张培丰
出 处:《地质与勘探》2012年第2期379-386,共8页Geology and Exploration
基 金:国家专项"深部探测技术与实验研究"(课题编号:SinoProbe-05-06);科技部科技支撑计划专项"汶川地震断裂带科学钻探(WFSD)"资助
摘 要:龙门山地震断裂带是我国最为强烈的地震带之一,地层破碎、地应力异常,钻孔缩径造成孔内事故频发,井壁稳定问题十分突出。本文介绍了汶川地震断裂带科学钻探施工中所发生的孔内事故情况,并通过对地层应力数据的统计分析,得出龙门山地震断裂带最大水平应力和最小水平应力随深度变化的回归曲线,最大水平应力梯度为4.52MPa/100m,最小水平应力梯度为2.51MPa/100m。以WFSD-2井为例,分析了龙门山地震断裂带地层应力、尤其是断层泥应力对井壁稳定的影响;针对膨胀性地层,介绍了一种通过泥浆密度微调现场测定地层坍塌压力和破裂压力的简易方法。The Longmenshan earthquake fault zone is one of the most active fault zones in China. It is characterized by fractured formation and anoma- lous in-situ stress which cause Frequent down hole drilling accidents due to formation expanding. The borebale stability is a serious problem. This paper presents the down hole drilling accidents that occurred during the scientific drilling ( WFSD at the Wenchuan earthquake fault zone. The statistics and re- gression analysis of the in-situ stress produced the curves that describe the maximum and minimum horizontal stresses changing with depth. The maximum horizontal stress gradient is about 4.52MPa/100m, and the minimum horizontal stress gradient is about 2.51MPa/100m. Taking the borehole WFSD-2 as an example, the effects of stress, especially gouge stress on borehole stability is analyzed. A simple method is introduced that the formation caving pres- sure and fracture pressure are measured by density fine adjustment of drilling fluid applied to formation expanding and diameter shrinkage.
关 键 词:井壁稳定 地应力 龙门山地震断裂带 断层泥 泥浆密度微调法
分 类 号:P634.8[天文地球—地质矿产勘探]
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