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首页> 外文期刊>Geomechanics and geoengineering >Discussion of Factors influencing undrained strength of fine-grained soils at high water contents' by H. B. Nagaraj, M.V. Sravan and B. S. Deepa
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Discussion of Factors influencing undrained strength of fine-grained soils at high water contents' by H. B. Nagaraj, M.V. Sravan and B. S. Deepa

机译:浅析H. B. Nagaraj,M.V的高水含量影响细粒含量不湿润强度的因素 斯塔万和B. S. Deepa

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摘要

Our in-house dynamic geomechanics finite element code is applied to study the MS cloud induced by hydraulic fracturing based on Barnett shale gas reservoir and we achieve some conclusions as below: (1) When a HF propagates to a longer length, more MS events would be triggered and the distance of the furthest activated NF normal to the HF becomes larger. The induced MS cloud length increases. The ratio between the MS cloud half-length and HF half-length increases.
机译:我们的内部动态地质力学有限元代码用于研究基于Barnett Shale气体储层的液压压裂诱导的MS云,我们达到了以下结论:(1)当HF传播到更长的长度时,更多的MS事件 被触发,并且最近激活的NF垂直于HF的距离变大。 诱导的MS云长度增加。 MS云半长和HF半长度之间的比率增加。

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  • 来源
    《Geomechanics and geoengineering》 |2021年第5期|417-419|共3页
  • 作者单位

    Engineering Department Cambridge University Cambridge UK;

    Faculty of Engineering University of Bristol Bristol UK;

    Department of Civil Structural and Environmental Engineering Trinity College Dublin Dublin Ireland;

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  • 正文语种 eng
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