CN108867666A - 基于开挖变形的结构面控制边坡稳定性评价方法 - Google Patents
基于开挖变形的结构面控制边坡稳定性评价方法 Download PDFInfo
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- CN108867666A CN108867666A CN201810514920.3A CN201810514920A CN108867666A CN 108867666 A CN108867666 A CN 108867666A CN 201810514920 A CN201810514920 A CN 201810514920A CN 108867666 A CN108867666 A CN 108867666A
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- 238000009412 basement excavation Methods 0.000 title claims abstract description 22
- 238000011156 evaluation Methods 0.000 title claims abstract description 11
- 238000006073 displacement reaction Methods 0.000 claims abstract description 54
- 238000000034 method Methods 0.000 claims abstract description 33
- 239000011435 rock Substances 0.000 claims abstract description 22
- 238000012544 monitoring process Methods 0.000 claims abstract description 11
- 238000004458 analytical method Methods 0.000 claims abstract description 7
- 230000007774 longterm Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 6
- 238000011835 investigation Methods 0.000 claims description 6
- 230000005489 elastic deformation Effects 0.000 claims description 5
- 238000011161 development Methods 0.000 claims description 4
- 238000004364 calculation method Methods 0.000 description 9
- 238000011160 research Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000010835 comparative analysis Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 231100000817 safety factor Toxicity 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F2119/00—Details relating to the type or aim of the analysis or the optimisation
- G06F2119/04—Ageing analysis or optimisation against ageing
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F2119/00—Details relating to the type or aim of the analysis or the optimisation
- G06F2119/06—Power analysis or power optimisation
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Theoretical Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Geometry (AREA)
- Evolutionary Computation (AREA)
- Computer Hardware Design (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
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CN201810514920.3A CN108867666B (zh) | 2018-05-25 | 2018-05-25 | 基于开挖变形的结构面控制边坡稳定性评价方法 |
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CN108867666B CN108867666B (zh) | 2020-06-23 |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111413732A (zh) * | 2020-03-09 | 2020-07-14 | 长安大学 | 开挖过程中层状岩体地下工程高边墙倾倒失稳预测方法 |
CN111475924A (zh) * | 2020-03-18 | 2020-07-31 | 中铁二院工程集团有限责任公司 | 一种降雨诱发变形的卸荷岩质边坡稳定性分析方法 |
CN111912953A (zh) * | 2020-07-31 | 2020-11-10 | 青岛理工大学 | 一种基于挖方量监测的深凹矿山开采边坡稳定性测定方法 |
CN113252468A (zh) * | 2021-04-14 | 2021-08-13 | 浙江大学 | 具有大弯曲程度的弯曲倾倒岩体边坡稳定性的评价方法 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103646181A (zh) * | 2013-12-20 | 2014-03-19 | 青岛理工大学 | 蠕滑型人工边坡稳定性系数与预警判据的确定方法 |
CN106480893A (zh) * | 2016-11-24 | 2017-03-08 | 太原理工大学 | 一种黄土滑坡滑动面确定方法 |
CN106503354A (zh) * | 2016-11-01 | 2017-03-15 | 中国科学院、水利部成都山地灾害与环境研究所 | 一种非饱和土质路堑边坡稳定性计算改进方法 |
CN106529178A (zh) * | 2016-11-14 | 2017-03-22 | 东北电力大学 | 一种滑坡灾害风险评价方法 |
CN107169271A (zh) * | 2017-04-26 | 2017-09-15 | 中国地质大学(武汉) | 一种应变软化边坡的稳定性动态评价方法 |
CN108538026A (zh) * | 2018-02-23 | 2018-09-14 | 青岛理工大学 | 一种边坡稳定性的多指标综合评价与预警方法 |
-
2018
- 2018-05-25 CN CN201810514920.3A patent/CN108867666B/zh active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103646181A (zh) * | 2013-12-20 | 2014-03-19 | 青岛理工大学 | 蠕滑型人工边坡稳定性系数与预警判据的确定方法 |
CN106503354A (zh) * | 2016-11-01 | 2017-03-15 | 中国科学院、水利部成都山地灾害与环境研究所 | 一种非饱和土质路堑边坡稳定性计算改进方法 |
CN106529178A (zh) * | 2016-11-14 | 2017-03-22 | 东北电力大学 | 一种滑坡灾害风险评价方法 |
CN106480893A (zh) * | 2016-11-24 | 2017-03-08 | 太原理工大学 | 一种黄土滑坡滑动面确定方法 |
CN107169271A (zh) * | 2017-04-26 | 2017-09-15 | 中国地质大学(武汉) | 一种应变软化边坡的稳定性动态评价方法 |
CN108538026A (zh) * | 2018-02-23 | 2018-09-14 | 青岛理工大学 | 一种边坡稳定性的多指标综合评价与预警方法 |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111413732A (zh) * | 2020-03-09 | 2020-07-14 | 长安大学 | 开挖过程中层状岩体地下工程高边墙倾倒失稳预测方法 |
CN111413732B (zh) * | 2020-03-09 | 2021-09-24 | 长安大学 | 开挖过程中层状岩体地下工程高边墙倾倒失稳预测方法 |
CN111475924A (zh) * | 2020-03-18 | 2020-07-31 | 中铁二院工程集团有限责任公司 | 一种降雨诱发变形的卸荷岩质边坡稳定性分析方法 |
CN111475924B (zh) * | 2020-03-18 | 2022-05-10 | 中铁二院工程集团有限责任公司 | 一种降雨诱发变形的卸荷岩质边坡稳定性分析方法 |
CN111912953A (zh) * | 2020-07-31 | 2020-11-10 | 青岛理工大学 | 一种基于挖方量监测的深凹矿山开采边坡稳定性测定方法 |
CN111912953B (zh) * | 2020-07-31 | 2022-08-19 | 青岛理工大学 | 一种基于挖方量监测的深凹矿山开采边坡稳定性测定方法 |
CN113252468A (zh) * | 2021-04-14 | 2021-08-13 | 浙江大学 | 具有大弯曲程度的弯曲倾倒岩体边坡稳定性的评价方法 |
CN113252468B (zh) * | 2021-04-14 | 2022-04-12 | 浙江大学 | 具有大弯曲程度的弯曲倾倒岩体边坡稳定性的评价方法 |
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