CONSTRUCTION AND DESIGN OF COMPOSITE SOIL NAILING TECHNOLOGY FOR CONTROLLING SLOPE DISPLACEMENT
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摘要: 针对土钉支护技术在软弱土基坑中存在边坡位移较大,安全程度降低等问题,介绍复合土钉支护技术(土钉+微型桩)在饱和粉土基坑支护中控制建筑物与边坡变形的实用设计方法和施工处理措施。通过现场试验和监测,对比分析普通土钉支护与复合土钉支护效果。工程实践证明,复合土钉支护(土钉+微型桩)技术能有效地控制基坑位移。
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关键词:
- 基坑支护 /
- 饱和粉土 /
- 复合土钉(土钉+微型桩) /
- 控制变形
Abstract: when soil nailing technology is applied in weak soil, the displacement of slope is increased and security of slope is brought down. The composite soil nailing technology (soil nailing and micro-pile) is adopted for practical design of controlling buildings and slope displacement, as well as for measures of construction in saturated silty soil. The effect of composite soil nailing is compared with that of general soil nailing by actual trail and observation. Project practice proves that displacement of excavation can be controlled effectively by composite soil nailing(soil nailing and micro-pile). -
陈肇元, 崔京浩. 土钉在基坑工程中的应用. 北京: 中国建筑工业出版社, 1997 [2] CECS 96B97 基坑土钉支护技术规程 [3] 刘建航, 候学渊. 基坑工程手册. 北京: 中国建筑工业出版社,1997 [4] JGJ 120-99 建筑基坑支护技术规程
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