CN102368277B - 一种考虑隧道应力拱效应的荷载—结构模型的建立方法 - Google Patents
一种考虑隧道应力拱效应的荷载—结构模型的建立方法 Download PDFInfo
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拉压比例 | 3∶1 | 2∶1 | 1∶1 | 3∶4 | 2∶3 | 1∶2 | 1∶3 | 1∶4 |
位置 | 78° | 78° | 76° | 76° | 76° | 74° | 72° | 70° |
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Families Citing this family (9)
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CN103924984B (zh) * | 2014-05-07 | 2016-03-16 | 中铁二院工程集团有限责任公司 | 一种荷载作用于地层边界的隧道复合式衬砌结构设计方法 |
CN106529052B (zh) * | 2016-11-21 | 2019-12-31 | 中铁十二局集团有限公司 | 隧道初期支护承担全部设计荷载的初期支护设计计算方法 |
CN107609319B (zh) * | 2017-10-30 | 2020-06-16 | 中国电建集团成都勘测设计研究院有限公司 | 根据隧道衬砌变形确定滑坡推力的方法 |
CN109740251B (zh) * | 2018-12-30 | 2023-07-07 | 中铁十四局集团有限公司 | 二次衬砌的参数的选择方法、装置、存储器及处理器 |
CN109885911B (zh) * | 2019-01-31 | 2022-04-01 | 中铁第四勘察设计院集团有限公司 | 包括多荷载作用下二次衬砌的隧道复合式衬砌设计方法 |
CN111767599B (zh) * | 2020-06-29 | 2024-02-09 | 中铁十二局集团有限公司 | 一种应用于隧道初期结构设计的直接弹性抗力方法 |
CN112648017B (zh) * | 2020-12-28 | 2022-07-29 | 中国科学院武汉岩土力学研究所 | 一种用于模拟隧道严重偏压大变形的数值方法 |
CN112989638B (zh) * | 2021-05-18 | 2021-08-10 | 中南大学 | 远场和任意表面应力下多孔隧道相互作用应力的计算方法 |
CN113221233B (zh) * | 2021-06-18 | 2023-03-14 | 华东交通大学 | 一种复合土层盾构隧道横断面设计方法及盾构隧道 |
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CN101586463A (zh) * | 2009-06-18 | 2009-11-25 | 苏州市交通设计研究院有限责任公司 | 一种盾构隧道衬砌设计方法 |
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CN101586463A (zh) * | 2009-06-18 | 2009-11-25 | 苏州市交通设计研究院有限责任公司 | 一种盾构隧道衬砌设计方法 |
Non-Patent Citations (1)
Title |
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李晓军等.工程软件应用 地下建筑方向.《工程软件应用 地下建筑方向》.2009, * |
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