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地壳深部“重力-构造力复合压力状态”研究和大别——苏鲁超高压变质形成深度的测算 被引量:5
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作者 吕古贤 胡宝群 +4 位作者 罗毅甜 刘瑞珣 王方正 李勃辉 王宗永 《地学前缘》 EI CAS CSCD 北大核心 2017年第2期1-15,共15页
讨论了地壳深部岩石处于"重力-构造力复合的静水压力模型"。此模型的基本认识为,地壳深部压力是由重力应力和构造应力引起的两部分各向等应力合成的,构造应力场的静水压力部分被称为"构造附加静水压力"。遵循这一认... 讨论了地壳深部岩石处于"重力-构造力复合的静水压力模型"。此模型的基本认识为,地壳深部压力是由重力应力和构造应力引起的两部分各向等应力合成的,构造应力场的静水压力部分被称为"构造附加静水压力"。遵循这一认识,需要从总静水压力中先去掉构造附加静水压力,进而用构造校正[深度=重力引起压力/(总压力-构造附加的压力)]的方法,进行形成深度的测算。考虑岩石作为黏弹性体的应力-应变关系,作者用黏弹性本构方程,获得大别地区英山县含柯石英榴辉岩的成岩深度≥30km,安徽岳西碧溪岭地区含柯石英榴辉岩深度为23~53km,河南新县地区的含柯石英榴辉岩成岩深度为36~40km。再进一步用变质深度的流变学公式,在黏性系数0.2×10^(23)条件下,推算出超高压变质岩形成深度约50~55km。可见,大别超高压变质岩形成深度介于23~55km,而不是前人认为的超过100km甚至更深,由此,"深俯冲-折返"模式需要科学的论证。本研究为高压-超高压变质的"构造增压壳内成因"提供了一些依据。 展开更多
关键词 大别超高压变质带 重力-构造力复合的静水压力模型 柯石英榴辉岩 构造附加静压力 深度构造校正测算 构造增压壳内成因
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Fuzzy Comprehensive Assessment Method to Determine Tectonic Stress Patterns
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作者 张海 戚蓝 +1 位作者 郝彩哲 郭磊 《Transactions of Tianjin University》 EI CAS 2007年第6期462-468,共7页
The tectonic stress patterns were determined by a fuzzy comprehensive assessment method. Data of in-situ survey and fault information were utilized in the method. First, by making pressure and tension in the direction... The tectonic stress patterns were determined by a fuzzy comprehensive assessment method. Data of in-situ survey and fault information were utilized in the method. First, by making pressure and tension in the directions of along-river, cross-river, shear clockwise, and shear counterclockwise , 26 types of tectonic stress patterns were presented. And the stress vector of each pattern was obtained with FE software by taking unit displacement as boundary load. Then, by taking the 26 types of tectonic stress patterns as index set and 3 main stresses as factor set and choosing various operators, comparison of directions of computational stress vector and survey stress vector was made and the most possible tectonic stress pattern was obtained. Taking the 26 types of tectonic stress patterns as index set and strike angle as factor set, comparison of relationships between formation of fault and tectonic stress was made,and the tectonic stress patterns were assessed with known fault information. By summarizing the above assessment results, the most impossible tectonic stress pattern was obtained . Finally an engineering case was quoted to validate that the method is more feasible and reliable than traditional empirical method. 展开更多
关键词 in-situ stress tectonic stress patterns fuzzy comprehensive assessment FAULT
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