| 预应力锚索加固层状岩石边坡的设计应用 |
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| 引用本文： | 韩忠宝,袁月龙.预应力锚索加固层状岩石边坡的设计应用[J].交通标准化,2006(12):99-103. |
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| 作者姓名： | 韩忠宝 袁月龙 |
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| 作者单位： | 1. 中国人民武装警察部队水电第一总队,广西,南宁,530028
2. 浙江华东工程咨询有限公司,浙江,杭州,310014 |
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| 摘 要： | 在山岭重丘区修建高等级公路过程中，对具有潜在滑动面的不稳定岩质高边坡，通常采取预应力锚索和锚杆加固整治．以降低工程造价、缩短工期。结合某高速公路桥隧连接段桥基处层状岩质高边坡加固工程，在详细分析边坡工程地质争件的基础上，提出采用预应力锚索加固层状岩质高边坡的一般设计思路和方法，可供类似边坡工程的加固治理借鉴。
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| 关 键 词： | 高陡边坡 边坡稳定 预应力锚索 加固设计 |
| 文章编号： | 1002-4786（2006）12-0099-04 |
| 收稿时间： | 2006-05-23 |
| 修稿时间： | 2006-05-23 |
Design of Pre-stressed Anchor Cables Reinforcement for Stratum Rock Slope |
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| HAN Zhong-bao,YUAN Yue-long.Design of Pre-stressed Anchor Cables Reinforcement for Stratum Rock Slope[J].Communications Standardization,2006(12):99-103. |
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| Authors: | HAN Zhong-bao YUAN Yue-long |
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| Institution: | 1. The No.1 General Team of Armed Police Hydropower Troops, Nanning 530028, China ~ 2. Zhejiang Provincial Engineering Supervision Co. Ltd. in East of China, Hangzhou 310014, China |
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| Abstract: | In the procedure of constructing high grade highway in mountainous region and hill area, it often adopt pre-stressed anchor cables and pile to reinforce the instable rock high slope which has potential slip surface so as to reduce engineering cost and construction period. Combining with a slip rock high slope reinforce engineering at a bridge base of expressway bridge-tunnel joint, a general design thought and method adopting pre-stressed anchor cables to reinforce the stratum rock high slope can be brought out based on the detailed analysis of slope engineering geologic condition and it can provide references for similar slope reinforce engineering. |
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| Keywords: | high and steep slope slope stability pre-stressed anchor cable reinforce design |
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