CN103334763A - 一种盾构穿越硬质岩层对临近桩基影响的控制方法 - Google Patents
一种盾构穿越硬质岩层对临近桩基影响的控制方法 Download PDFInfo
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- CN103334763A CN103334763A CN2013102273600A CN201310227360A CN103334763A CN 103334763 A CN103334763 A CN 103334763A CN 2013102273600 A CN2013102273600 A CN 2013102273600A CN 201310227360 A CN201310227360 A CN 201310227360A CN 103334763 A CN103334763 A CN 103334763A
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- pile foundation
- shield
- rock stratum
- hard rock
- groove
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- 239000011435 rock Substances 0.000 title claims abstract description 27
- 238000000034 method Methods 0.000 title claims abstract description 19
- 239000007779 soft material Substances 0.000 claims abstract description 13
- 238000006073 displacement reaction Methods 0.000 claims abstract description 7
- 238000012544 monitoring process Methods 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 claims description 5
- 239000000843 powder Substances 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 4
- 230000003993 interaction Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 11
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000000926 separation method Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- -1 and alternatively Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
Abstract
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CN201310227360.0A CN103334763B (zh) | 2013-06-07 | 2013-06-07 | 一种盾构穿越硬质岩层对临近桩基影响的控制方法 |
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CN201310227360.0A CN103334763B (zh) | 2013-06-07 | 2013-06-07 | 一种盾构穿越硬质岩层对临近桩基影响的控制方法 |
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CN103334763A true CN103334763A (zh) | 2013-10-02 |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510962A (zh) * | 2013-10-22 | 2014-01-15 | 北京交通大学 | 一种软土地层盾构穿越建筑物的分阶段变形控制方法 |
CN104120677A (zh) * | 2014-07-04 | 2014-10-29 | 河海大学 | 考虑盾构穿越影响的堤防边坡二维安全稳定性分析方法 |
CN111411971A (zh) * | 2020-03-25 | 2020-07-14 | 中铁三局集团有限公司 | 一种富水粉砂地层盾构下穿建筑物群沉降控制施工方法 |
Citations (3)
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JP2000136692A (ja) * | 1998-10-30 | 2000-05-16 | Kumagai Gumi Co Ltd | 地下鉄道用トンネルの築造方法 |
CN101126319A (zh) * | 2007-10-09 | 2008-02-20 | 中铁二局股份有限公司 | 盾构隧道侧向穿越桩基施工方法 |
CN101598023A (zh) * | 2009-07-16 | 2009-12-09 | 上海交通大学 | 临近侧面有地下结构时的盾构隧道轴线的控制方法 |
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2013
- 2013-06-07 CN CN201310227360.0A patent/CN103334763B/zh active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2000136692A (ja) * | 1998-10-30 | 2000-05-16 | Kumagai Gumi Co Ltd | 地下鉄道用トンネルの築造方法 |
CN101126319A (zh) * | 2007-10-09 | 2008-02-20 | 中铁二局股份有限公司 | 盾构隧道侧向穿越桩基施工方法 |
CN101598023A (zh) * | 2009-07-16 | 2009-12-09 | 上海交通大学 | 临近侧面有地下结构时的盾构隧道轴线的控制方法 |
Non-Patent Citations (3)
Title |
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伊萍,贾富贵,候昭光: "软土地区桥梁桩基位移监测与性状分析", 《公路与汽运》, no. 154, 31 January 2013 (2013-01-31), pages 157 - 160 * |
李明阳,杨海涛,邹高明: "复合地层土压平衡盾构掘进参数模拟分析研究", 《隧道建设》, vol. 32, no. 3, 30 June 2012 (2012-06-30) * |
袁大军,伊凡,王华伟,黄清飞,肖衡: "超大直径泥水盾构掘进对土体的扰动研究", 《岩石力学与工程学报》, vol. 28, no. 10, 31 October 2009 (2009-10-31) * |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510962A (zh) * | 2013-10-22 | 2014-01-15 | 北京交通大学 | 一种软土地层盾构穿越建筑物的分阶段变形控制方法 |
CN103510962B (zh) * | 2013-10-22 | 2016-01-20 | 北京交通大学 | 一种软土地层盾构穿越建筑物的分阶段变形控制方法 |
CN104120677A (zh) * | 2014-07-04 | 2014-10-29 | 河海大学 | 考虑盾构穿越影响的堤防边坡二维安全稳定性分析方法 |
CN104120677B (zh) * | 2014-07-04 | 2016-01-06 | 河海大学 | 考虑盾构穿越影响的堤防边坡二维安全稳定性分析方法 |
CN111411971A (zh) * | 2020-03-25 | 2020-07-14 | 中铁三局集团有限公司 | 一种富水粉砂地层盾构下穿建筑物群沉降控制施工方法 |
CN111411971B (zh) * | 2020-03-25 | 2021-12-14 | 中铁三局集团有限公司 | 一种富水粉砂地层盾构下穿建筑物群沉降控制施工方法 |
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CN103334763B (zh) | 2015-07-29 |
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Effective date of registration: 20200630 Address after: 062550 Renqiu Industrial Park, Cangzhou, Hebei Patentee after: Renqiu Huabei Oilfield jinkailong petroleum additives Co.,Ltd. Address before: 211106 No. 8 West Buddha Road, Jiangning Development Zone, Jiangsu, Nanjing, China Patentee before: HOHAI University |
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Effective date of registration: 20210119 Address after: 211106 No.8, Fucheng West Road, Jiangning Development Zone, Nanjing City, Jiangsu Province Patentee after: HOHAI University Address before: 062550 Dazheng Industrial Zone, Renqiu City, Cangzhou City, Hebei Province Patentee before: Renqiu Huabei Oilfield jinkailong petroleum additives Co.,Ltd. |
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Application publication date: 20131002 Assignee: China Railway (Shanghai) Investment Group Co.,Ltd. Assignor: HOHAI University Contract record no.: X2021320000016 Denomination of invention: A control method for influence of shield tunneling through hard rock on adjacent pile foundation Granted publication date: 20150729 License type: Common License Record date: 20210121 |