CN105606463A - 一种基于中智函数的岩体结构面抗剪强度综合评价方法 - Google Patents
一种基于中智函数的岩体结构面抗剪强度综合评价方法 Download PDFInfo
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- CN105606463A CN105606463A CN201610071472.5A CN201610071472A CN105606463A CN 105606463 A CN105606463 A CN 105606463A CN 201610071472 A CN201610071472 A CN 201610071472A CN 105606463 A CN105606463 A CN 105606463A
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/24—Investigating strength properties of solid materials by application of mechanical stress by applying steady shearing forces
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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Cited By (6)
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CN106482674A (zh) * | 2016-11-14 | 2017-03-08 | 绍兴文理学院 | 基于中智数函数的结构面粗糙度尺寸效应的近似表达方法 |
CN106682347A (zh) * | 2017-01-05 | 2017-05-17 | 中国水利水电科学研究院 | 基于岩体结构面随机强度的非连续变形分析方法 |
CN107036905A (zh) * | 2017-03-28 | 2017-08-11 | 中国地质大学(武汉) | 一种岩体结构面二维粗糙度评价方法及系统 |
CN107340159A (zh) * | 2016-11-14 | 2017-11-10 | 绍兴文理学院 | 三维结构面抗剪强度代表性试样的选取方法 |
CN108445188A (zh) * | 2018-04-16 | 2018-08-24 | 浙江大学 | 基于中智区间函数的岩体结构面粗糙度系数尺寸效应下边坡稳定性表达方法 |
CN110763182A (zh) * | 2019-10-17 | 2020-02-07 | 浙江岩创科技有限公司 | 一种岩体全过程变形曲线的计算方法 |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100516825C (zh) * | 2006-02-24 | 2009-07-22 | 浙江建设职业技术学院 | 非均一性结构面抗剪强度取值方法 |
CN100570328C (zh) * | 2006-02-24 | 2009-12-16 | 浙江建设职业技术学院 | 岩体结构面试样的代表性确定方法 |
CN1815171A (zh) * | 2006-02-24 | 2006-08-09 | 浙江建设职业技术学院 | 岩体结构面抗剪强度尺寸效应分形模型 |
CN100565176C (zh) * | 2007-04-30 | 2009-12-02 | 浙江建设职业技术学院 | 岩体结构面潜在滑移方向抗剪强度确定方法 |
CN103558094B (zh) * | 2013-09-23 | 2016-01-06 | 绍兴文理学院 | 一种基于分层概率抽样的小尺寸岩石模型结构面试样代表性取样方法 |
CN103926156B (zh) * | 2014-04-10 | 2016-04-06 | 内蒙古科技大学 | 一种三维岩石结构面剪切力学行为多重分形评估方法 |
CN104359771B (zh) * | 2014-10-08 | 2016-09-14 | 绍兴文理学院 | 一种岩体结构面峰值摩擦角的分维数确定方法 |
CN104359772B (zh) * | 2014-10-08 | 2016-09-14 | 绍兴文理学院 | 岩体结构面峰值摩擦角的法向应力阈值的确定方法 |
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- 2016-02-01 CN CN201610071472.5A patent/CN105606463B/zh active Active
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106482674A (zh) * | 2016-11-14 | 2017-03-08 | 绍兴文理学院 | 基于中智数函数的结构面粗糙度尺寸效应的近似表达方法 |
CN107340159A (zh) * | 2016-11-14 | 2017-11-10 | 绍兴文理学院 | 三维结构面抗剪强度代表性试样的选取方法 |
CN106482674B (zh) * | 2016-11-14 | 2019-05-31 | 绍兴文理学院 | 基于中智数函数的结构面粗糙度尺寸效应的近似表达方法 |
CN107340159B (zh) * | 2016-11-14 | 2020-01-17 | 宁波大学 | 三维结构面抗剪强度代表性试样的选取方法 |
CN106682347A (zh) * | 2017-01-05 | 2017-05-17 | 中国水利水电科学研究院 | 基于岩体结构面随机强度的非连续变形分析方法 |
CN106682347B (zh) * | 2017-01-05 | 2019-09-10 | 中国水利水电科学研究院 | 基于岩体结构面随机强度的非连续变形分析方法 |
CN107036905A (zh) * | 2017-03-28 | 2017-08-11 | 中国地质大学(武汉) | 一种岩体结构面二维粗糙度评价方法及系统 |
CN107036905B (zh) * | 2017-03-28 | 2019-07-23 | 中国地质大学(武汉) | 一种岩体结构面二维粗糙度评价方法及系统 |
CN108445188A (zh) * | 2018-04-16 | 2018-08-24 | 浙江大学 | 基于中智区间函数的岩体结构面粗糙度系数尺寸效应下边坡稳定性表达方法 |
CN110763182A (zh) * | 2019-10-17 | 2020-02-07 | 浙江岩创科技有限公司 | 一种岩体全过程变形曲线的计算方法 |
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