盾构区间下穿合武高铁桥涵结构影响分析
本文以武汉轨道交通3号线一期工程二七路~兴业路站盾构区间下穿合武高铁桥涵结构为例,利用FLAC3D、ANSYS有限元计算软件,采用三维地层—结构模型对高铁运营过程中的盾构施工进行了模拟计算,并根据分析结果对盾构区间提出设计和施工方面的技术要求和建议。...
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| Veröffentlicht in: | 中国勘察设计 2016 (7), p.76-79 |
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| container_title | 中国勘察设计 |
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| creator | 王尚伟 |
| description | 本文以武汉轨道交通3号线一期工程二七路~兴业路站盾构区间下穿合武高铁桥涵结构为例,利用FLAC3D、ANSYS有限元计算软件,采用三维地层—结构模型对高铁运营过程中的盾构施工进行了模拟计算,并根据分析结果对盾构区间提出设计和施工方面的技术要求和建议。 |
| doi_str_mv | 10.3969/j.issn.1006-9607.2016.07.002 |
| format | Article |
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| fulltext | fulltext |
| identifier | ISSN: 1006-9607 |
| ispartof | 中国勘察设计, 2016 (7), p.76-79 |
| issn | 1006-9607 |
| language | chi |
| recordid | cdi_wanfang_journals_zgkcsj201607035 |
| source | Alma/SFX Local Collection |
| subjects | 合武高铁 沉降 铁路桥涵 |
| title | 盾构区间下穿合武高铁桥涵结构影响分析 |
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