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劈裂注浆条件下锚索承载力的理论分析
引用本文:蒋楚生.劈裂注浆条件下锚索承载力的理论分析[J].铁道工程学报,2003(4):119-123.
作者姓名:蒋楚生
作者单位:铁道第二勘察设计院,成都,610031
摘    要:二次高压劈裂注浆能大大提高软弱地层中预应力锚索抗拔承载力。本文在提高锚固力机理方面进行了详细的探讨 ,在理论上提出了计算锚固力的公式 ,也提出了简化的计算方法。对二次劈裂注浆锚索的设计与施工具有指导意义

关 键 词:锚索  二次劈裂注浆  浆液扩散半径  抗拔承载力
文章编号:1006-2106(2003)04-0119-05
修稿时间:2003年6月21日

THE THEORETICAL ANALYSIS OF THE ANTI-PULLING CAPACITY OF THE CABLE-ANCHORS UNDER SECOND HIGH SPLITTING GROUTING CONDITION
JIANG CHu-sheng,The second surveying and designing institute of railroad.THE THEORETICAL ANALYSIS OF THE ANTI-PULLING CAPACITY OF THE CABLE-ANCHORS UNDER SECOND HIGH SPLITTING GROUTING CONDITION[J].Journal of Railway Engineering Society,2003(4):119-123.
Authors:JIANG CHu-sheng  The second surveying and designing institute of railroad
Institution:JIANG CHu-sheng The second surveying and designing institute of railroad
Abstract:The second high splitting gruoting can greatly increase the anti-pulling capacity of the cable-anchors in the soft ground,the following paper research discussed the mechanism of increasing the anchorage capacity in details,the formula to compute the anchorage capacity is provided in theory,and also provide a simplified method.It has great directed sense in the designing and construction of the second high splitting grouting cable-anchors.
Keywords:cable-anchors the second high splitting grouting  the spreading  radius of the grout  the anti-pulling capacity
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