| 基坑加深后的边坡支护技术 |
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| 引用本文： | 王洪选,孙雪涛,李兆金.基坑加深后的边坡支护技术[J].青岛理工大学学报,2007,28(3):134-137. |
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| 作者姓名： | 王洪选 孙雪涛 李兆金 |
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| 作者单位： | 青岛建设集团,置业分公司,青岛,266071 |
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| 摘 要： | 探讨了由于基坑施工中基础尺寸加大、设计深度加深后边坡支护的加固处理措施.基坑的加深对边坡的稳定造成了极大的影响,通过该边坡支护技术的加固之后,保证了边坡的稳定,工程实践证明,该边坡支护技术能够有效的应用于施工.
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| 关 键 词： | 深基坑 设计变更 自进式锚杆 基坑加深 |
| 文章编号： | 1673-4602（2007）03-0134-04 |
| 修稿时间： | 2007-01-18 |
Technology of slope supproting as deepening the base pit |
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| WANG Hong-xuan,SUN Xue-tao,LI Zhao-jin.Technology of slope supproting as deepening the base pit[J].Journal of Qingdao Technological University,2007,28(3):134-137. |
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| Authors: | WANG Hong-xuan SUN Xue-tao LI Zhao-jin |
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| Affiliation: | Qingdao Construction Group Company, Qingdao 266071,China |
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| Abstract: | This article mainly discusses the disposal measures taken in the slope supporting of the erect excavation when the base dimension has been enlarged and the designed depth done in foundation pit construction.The depth of the base pit can bring about very big effect to the stabilized slope.Through the consolidation technology of slope supporting,the stabilization of the slope is to be guaranteed.The project carries out a certificate that this technology of slope supporting can be applied to the project under construction effectively. |
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| Keywords: | deep foundation pit design modification auto-progress anchor foundation pit deepened |
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