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含褶皱巷道围岩破裂碎胀大变形机理FDEM数值模拟研究 被引量:1
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作者 贾永杰 《煤炭与化工》 CAS 2023年第8期15-19,共5页
巷道频繁遭遇褶皱构造,采用有限元离散元耦合数值模拟方法(FDEM)研究含褶皱巷道围岩破裂碎胀大变形机理。首先改进了FDEM剪切应力峰后软化本构模型,使其在压剪应力状态下保持残余剪应力,随后采用余弦函数y=acos(x)建立不同形态的褶皱构... 巷道频繁遭遇褶皱构造,采用有限元离散元耦合数值模拟方法(FDEM)研究含褶皱巷道围岩破裂碎胀大变形机理。首先改进了FDEM剪切应力峰后软化本构模型,使其在压剪应力状态下保持残余剪应力,随后采用余弦函数y=acos(x)建立不同形态的褶皱构造数值模型,最后采用改进的FDEM数值模拟程序研究了不同地应力侧压系数λ(λ=0.5、2.0)和不同褶皱形态下(a=0、0.5 m和1.5 m)的各向同性围岩体破裂碎胀大变形机理。结果表明,对于各向同性岩体,褶皱形态的影响微弱,均呈现X型共轭剪切破坏并伴随拉伸断裂,断裂块体沿剪切带的滑移剪胀及破碎块体的翻转大运动造成破碎岩块的体积膨胀,发生破裂碎胀性大变形。 展开更多
关键词 褶皱构造 软岩巷道 FDEM 破裂碎胀大变形 地应力侧压系数
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Geostress measurements near fault areas using borehole stress-relief method 被引量:5
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作者 黄明清 吴爱祥 +1 位作者 王贻明 韩斌 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2014年第11期3660-3665,共6页
To minimize negative effects of geostress distribution on mining safety near the fault areas, the UPM40 triaxial geostress testing system was introduced to conduct in-situ geostress measurements at three sites and nin... To minimize negative effects of geostress distribution on mining safety near the fault areas, the UPM40 triaxial geostress testing system was introduced to conduct in-situ geostress measurements at three sites and nine points by the borehole stress-relief method. The results of strain?confining pressure curves show that rock masses at the three measuring sites exhibit comprehensive linear elasticity in spite of various fissures or cracks within rocks. Horizontal and vertical stress components distribute discrepantly near the fault areas, and the maximum lateral pressure coefficient is as high as 6.15. The maximum principle stress ranges from 8.01 to 14.93 MPa, and stress directions are in the range of N78.07°W?N17.55°W. Geostresses near fault areas are dominated by the horizontal tectonic stresses, while the lower values, compared to those under similar geological conditions are due to stress release by the fault. Additionally, the fault and shear stress nearby are partially responsible for asymmetric elongation and southwesterly migration of orebodies. 展开更多
关键词 fault areas geostress distribution borehole stress-relief method lateral pressure coefficient horizontal tectonic stress
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