CN103321234B - 建于高边坡或地质复杂区域上的承重结构的施工方法 - Google Patents
建于高边坡或地质复杂区域上的承重结构的施工方法 Download PDFInfo
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CN104005416B (zh) * | 2014-04-29 | 2017-06-30 | 中建四局第六建筑工程有限公司 | 一种用于高陡边坡素填土反压条件下大直径孔桩塌孔的处理方法 |
CN104532868B (zh) * | 2014-12-11 | 2016-01-06 | 西南交通大学 | 高陡变形斜坡区桥梁锚拉式高承台群桩基础修建方法 |
CN104532835B (zh) * | 2014-12-17 | 2016-01-20 | 青岛理工大学 | 锚杆束复合抗拔加固设计强度的测定方法 |
CN108360585A (zh) * | 2018-04-02 | 2018-08-03 | 山东建筑大学 | 临近边坡高层建筑基础的托换加固方法及建筑物复合基础 |
CN111535161B (zh) * | 2020-05-22 | 2022-04-12 | 中铁二院工程集团有限责任公司 | 一种斜坡地形桥墩变形修复结构及修复方法 |
CN115305977B (zh) * | 2022-07-01 | 2024-06-11 | 中冀建勘集团有限公司 | 一种附崖建筑的地基基础加固方法 |
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JP2005016196A (ja) * | 2003-06-27 | 2005-01-20 | Yasuhiko Okochi | 橋台背面盛土工法 |
KR100587376B1 (ko) * | 2006-02-24 | 2006-06-14 | 벽산엔지니어링주식회사 | 도로 교량의 비탈면 교각 보강 구조 |
CN201148620Y (zh) * | 2008-01-11 | 2008-11-12 | 肖世国 | 小型桩组合抗滑结构 |
CN201962558U (zh) * | 2011-03-21 | 2011-09-07 | 中铁二院工程集团有限责任公司 | 山区高陡边坡路基构造 |
CN102979103A (zh) * | 2012-12-13 | 2013-03-20 | 中国水电顾问集团成都勘测设计研究院 | 一种大型卸荷松弛岩质边坡的台阶式开挖施工方法 |
CN203475443U (zh) * | 2013-07-08 | 2014-03-12 | 中国水电顾问集团成都勘测设计研究院有限公司 | 建于高边坡或地质复杂区域上的承重结构 |
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Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2005016196A (ja) * | 2003-06-27 | 2005-01-20 | Yasuhiko Okochi | 橋台背面盛土工法 |
KR100587376B1 (ko) * | 2006-02-24 | 2006-06-14 | 벽산엔지니어링주식회사 | 도로 교량의 비탈면 교각 보강 구조 |
CN201148620Y (zh) * | 2008-01-11 | 2008-11-12 | 肖世国 | 小型桩组合抗滑结构 |
CN201962558U (zh) * | 2011-03-21 | 2011-09-07 | 中铁二院工程集团有限责任公司 | 山区高陡边坡路基构造 |
CN102979103A (zh) * | 2012-12-13 | 2013-03-20 | 中国水电顾问集团成都勘测设计研究院 | 一种大型卸荷松弛岩质边坡的台阶式开挖施工方法 |
CN203475443U (zh) * | 2013-07-08 | 2014-03-12 | 中国水电顾问集团成都勘测设计研究院有限公司 | 建于高边坡或地质复杂区域上的承重结构 |
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