| 路堑高边坡锚固工程预应力锚索基本试验 |
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| 引用本文： | 张维新.路堑高边坡锚固工程预应力锚索基本试验[J].南昌大学学报(工科版),2005,27(3):52-55. |
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| 作者姓名： | 张维新 |
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| 作者单位： | 中国铁路工程总公司一局,陕西,宝鸡,722400 |
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| 摘 要： | 由于地质因素的不确定性，高边坡工程复杂性和锚固工程的特殊性，待边坡开挖揭示后，根据边坡的实际地层岩性，风化程度、破碎程度、构造裂面、坡体结构和含水状态等因素，综合校核和分析判断是否实际，对高边坡防护加固进行动态设计，确保坡体稳定结构安全．我们对某高速公路不同地质高边坡进行基本试验，确定压力分散型锚索的极限承载力，验证锚索设计参数与施工工艺的合理性．
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| 关 键 词： | 高边坡 预应力锚索 基本试验 |
| 文章编号： | 1006-0456（2005）03-0052-04 |
| 收稿时间： | 2004-11-22 |
| 修稿时间： | 2004年11月22 |
Basic Tests on the Prestressing Force Anchor of a High Slope Project |
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| ZHANG Wei-xin.Basic Tests on the Prestressing Force Anchor of a High Slope Project[J].Journal of Nanchang University(Engineering & Technology Edition),2005,27(3):52-55. |
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| Authors: | ZHANG Wei-xin |
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| Abstract: | Because of the uncertainty of the geological factor,the complexity of high slope project and the particularity of anchor cable project,after the slope is excavated,according to slope`s stratum rock, weather degree,broken degree,split surface,slope body structure and moisture state,etc,check,analyse and judge reality synthetically,protect and strengthen and design dynamically the high slope,guarantee the stability of slope body and security structure.We carry on the basic test to different geology high slopes of an expressway,confirm limit carrying capacity of dispersed pressure,prove anchor cable for design parameter and rationality,construction of craft. |
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| Keywords: | high slope prestressing force anchor basic test |
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