CN113888063B - 地下洞室围岩整体稳定性的定量评估方法、装置以及设备 - Google Patents
地下洞室围岩整体稳定性的定量评估方法、装置以及设备 Download PDFInfo
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- CN113888063B CN113888063B CN202111487342.7A CN202111487342A CN113888063B CN 113888063 B CN113888063 B CN 113888063B CN 202111487342 A CN202111487342 A CN 202111487342A CN 113888063 B CN113888063 B CN 113888063B
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- E—FIXED CONSTRUCTIONS
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- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
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- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
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- G06Q99/00—Subject matter not provided for in other groups of this subclass
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- G—PHYSICS
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- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V20/00—Geomodelling in general
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
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Application Number | Priority Date | Filing Date | Title |
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CN202111487342.7A CN113888063B (zh) | 2021-12-08 | 2021-12-08 | 地下洞室围岩整体稳定性的定量评估方法、装置以及设备 |
US18/077,004 US11740385B2 (en) | 2021-12-08 | 2022-12-07 | Quantitative assessment method, apparatus, and device for global stability of surrounding rocks of underground caverns |
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CN202111487342.7A CN113888063B (zh) | 2021-12-08 | 2021-12-08 | 地下洞室围岩整体稳定性的定量评估方法、装置以及设备 |
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CN113888063A CN113888063A (zh) | 2022-01-04 |
CN113888063B true CN113888063B (zh) | 2022-07-12 |
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CN (1) | CN113888063B (zh) |
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CN116522692B (zh) * | 2023-07-04 | 2023-09-19 | 中国矿业大学(北京) | 地下工程围岩结构特征原位探测与分级方法 |
CN117131568B (zh) * | 2023-07-24 | 2024-05-03 | 重庆蟠龙抽水蓄能电站有限公司 | 基于岩体极限应变的地下洞室顶拱变形控制标准建立方法 |
CN117332240B (zh) * | 2023-12-01 | 2024-04-16 | 中铁四局集团有限公司 | 岩爆预测模型构建方法、存储介质、岩爆预测方法及系统 |
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US8498853B2 (en) * | 2009-07-20 | 2013-07-30 | Exxonmobil Upstream Research Company | Petrophysical method for predicting plastic mechanical properties in rock formations |
CN107066660A (zh) * | 2016-12-27 | 2017-08-18 | 中国石油天然气集团公司 | 一种地下储气库井壁稳定性分析方法 |
CN107764323B (zh) * | 2017-10-09 | 2019-10-22 | 北京科技大学 | 一种多参数封闭区危险性实时监测预警方法 |
CN111794803B (zh) * | 2020-06-10 | 2021-12-21 | 新汶矿业集团设计研究院有限公司 | 一种充填开采沿空留巷充填效果监测与稳定性评价方法 |
CN111666624A (zh) * | 2020-06-15 | 2020-09-15 | 中铁隧道局集团有限公司 | 一种无支护条件下巨跨地下洞室围岩稳定性评价方法 |
CN111929424B (zh) * | 2020-08-21 | 2021-08-06 | 中铁隧道局集团有限公司 | 一种基于尺寸效应的巨跨地下洞室硬质围岩亚分级方法 |
CN113153348B (zh) * | 2020-10-23 | 2024-05-10 | 中国电建集团华东勘测设计研究院有限公司 | 一种高地应力条件下地下洞室群布置方案比选方法 |
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2021
- 2021-12-08 CN CN202111487342.7A patent/CN113888063B/zh active Active
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2022
- 2022-12-07 US US18/077,004 patent/US11740385B2/en active Active
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US11740385B2 (en) | 2023-08-29 |
US20230176245A1 (en) | 2023-06-08 |
CN113888063A (zh) | 2022-01-04 |
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Inventor after: Xu Dingping Inventor after: Jiang Quan Inventor after: Feng Xiating Inventor after: Li Shaojun Inventor after: Liu Xiuyang Inventor after: Feng Guangliang Inventor after: Huang Shuling Inventor before: Xu Dingping Inventor before: Jiang Quan Inventor before: Feng Xiating Inventor before: Li Shaojun Inventor before: Liu Xiuyang Inventor before: Feng Guangliang Inventor before: Huang Shuling |
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