CN106529150B - Compound stratum shield tunnel vault load calculation method - Google Patents
Compound stratum shield tunnel vault load calculation method Download PDFInfo
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- CN106529150B CN106529150B CN201610957027.9A CN201610957027A CN106529150B CN 106529150 B CN106529150 B CN 106529150B CN 201610957027 A CN201610957027 A CN 201610957027A CN 106529150 B CN106529150 B CN 106529150B
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- G—PHYSICS
- G16—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR SPECIFIC APPLICATION FIELDS
- G16Z—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR SPECIFIC APPLICATION FIELDS, NOT OTHERWISE PROVIDED FOR
- G16Z99/00—Subject matter not provided for in other main groups of this subclass
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CN201610957027.9A CN106529150B (en) | 2016-11-03 | 2016-11-03 | Compound stratum shield tunnel vault load calculation method |
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CN201610957027.9A CN106529150B (en) | 2016-11-03 | 2016-11-03 | Compound stratum shield tunnel vault load calculation method |
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CN106529150A CN106529150A (en) | 2017-03-22 |
CN106529150B true CN106529150B (en) | 2018-12-11 |
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CN201610957027.9A Active CN106529150B (en) | 2016-11-03 | 2016-11-03 | Compound stratum shield tunnel vault load calculation method |
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Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107577836B (en) * | 2017-07-24 | 2021-03-26 | 同济大学 | Method for determining pressure of soil covering above tunnel in soft soil stratum |
CN109026056B (en) * | 2018-08-13 | 2019-11-26 | 长安大学 | The horizontal layered rock tunnel critical span calculation method of anchoring beam structure |
CN109281686B (en) * | 2018-08-13 | 2019-11-26 | 长安大学 | A kind of horizontal layered rock tunnel critical span calculation method |
CN110059370B (en) * | 2019-03-28 | 2022-03-08 | 中铁第四勘察设计院集团有限公司 | Base load calculation method suitable for tunnel penetrating through composite stratum |
CN113191005A (en) * | 2021-05-10 | 2021-07-30 | 上海市城市建设设计研究总院(集团)有限公司 | Shield segment classification method |
CN114840951B (en) * | 2022-07-05 | 2022-09-20 | 中国长江三峡集团有限公司 | Pipe top vertical soil pressure calculation method and device suitable for non-grooving pipe jacking construction |
CN117172032B (en) * | 2023-10-30 | 2024-01-23 | 深圳大学 | Method and related equipment for calculating soil covering pressure distribution based on tunnel floating |
Citations (8)
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JP2007191939A (en) * | 2006-01-20 | 2007-08-02 | Ochiken Kk | Subsidence or settlement/stress analysis method of multilayer substrate using equivalent conversion thickness and equivalent elastic modulus which were generalized |
CN102736123A (en) * | 2012-07-11 | 2012-10-17 | 北京交通大学 | Forecasting method of ground collapse induced by constructing on upper half-section of circular shallow-buried tunnel |
CN103161470A (en) * | 2011-12-13 | 2013-06-19 | 上海市基础工程有限公司 | Construction method for shield machine to penetrate through large caliber pipeline in long distance |
CN203595613U (en) * | 2013-12-03 | 2014-05-14 | 上海大学 | Test device simulating soil pressure balance shield construction process |
CN105136370A (en) * | 2015-07-13 | 2015-12-09 | 北京工业大学 | Earth pressure load determination method of deeply-buried asymmetric multiple-arch tunnel |
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CN106032755A (en) * | 2015-03-09 | 2016-10-19 | 北京市政路桥股份有限公司 | A composite stratum earth pressure balance shield tunneling additive selection and proportioning method |
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2016
- 2016-11-03 CN CN201610957027.9A patent/CN106529150B/en active Active
Patent Citations (8)
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JP2007191939A (en) * | 2006-01-20 | 2007-08-02 | Ochiken Kk | Subsidence or settlement/stress analysis method of multilayer substrate using equivalent conversion thickness and equivalent elastic modulus which were generalized |
CN103161470A (en) * | 2011-12-13 | 2013-06-19 | 上海市基础工程有限公司 | Construction method for shield machine to penetrate through large caliber pipeline in long distance |
CN102736123A (en) * | 2012-07-11 | 2012-10-17 | 北京交通大学 | Forecasting method of ground collapse induced by constructing on upper half-section of circular shallow-buried tunnel |
CN203595613U (en) * | 2013-12-03 | 2014-05-14 | 上海大学 | Test device simulating soil pressure balance shield construction process |
CN106032755A (en) * | 2015-03-09 | 2016-10-19 | 北京市政路桥股份有限公司 | A composite stratum earth pressure balance shield tunneling additive selection and proportioning method |
CN105136370A (en) * | 2015-07-13 | 2015-12-09 | 北京工业大学 | Earth pressure load determination method of deeply-buried asymmetric multiple-arch tunnel |
CN105571768A (en) * | 2016-01-04 | 2016-05-11 | 安徽理工大学 | Shallow-buried tunnel soil pressure calculating method based on displacement monitoring result |
CN105678016A (en) * | 2016-02-04 | 2016-06-15 | 东南大学 | Method for reducing soil pressure applied by two-layered filling roadbed to retaining wall |
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《Analytical Method for Mechanical Behaviors of Pipe Roof Reinforcement》;Haitao Wang et al;;《2008 International Conference on Information Management, Innovation Management and Industrial Engineering》;20081231;第352-257页; * |
《Calculation of Surrounding Rock Pressure on Shallow Buried Tunnel Using Linear and Nonlinear Failure Criterion》;Lei Mingfeng et al;;《2013 Third International Conference on Intelligent System Design and Engineering Applications》;20131231;第413-418页; * |
《大直径越江盾构隧道管片结构理论分析及其工程应用研究》;姜安龙;《中国博士学位论文全文数据库工程科技Ⅱ辑》;20080715;第C034-13页 * |
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CN106529150A (en) | 2017-03-22 |
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Inventor after: Xiao Shihui Inventor after: Wang Mingnian Inventor after: Bao Heli Inventor after: Ning Zuoli Inventor after: Jiang Hong Inventor after: Li Lei Inventor after: Wang Xiaobo Inventor after: Zhou Jiangfeng Inventor after: Li Gang Inventor before: Wang Mingnian Inventor before: Xiao Shihui Inventor before: Bao Heli Inventor before: Ning Zuoli Inventor before: Jiang Hong Inventor before: Li Lei Inventor before: Wang Xiaobo Inventor before: Zhou Jiangfeng Inventor before: Li Gang |
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Address after: No. 1099, No. 5, Wan Ping Nan Road, Xuhui District, Shanghai Co-patentee after: Zhuhai Hengqin Limited by Share Ltd Patentee after: SHANGHAI TUNNEL ENGINEERING CO., LTD. Co-patentee after: Shanghai urban construction design & Research Institute (Group) Co., Ltd. Address before: No. 1099, No. 5, Wan Ping Nan Road, Xuhui District, Shanghai Co-patentee before: Zhuhai Hengqin Limited by Share Ltd Patentee before: SHANGHAI TUNNEL ENGINEERING CO., LTD. Co-patentee before: Shanghai Urban Construction Design & Research Institute |
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CP01 | Change in the name or title of a patent holder |