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软岩巷道锚固体蠕变特性研究
供稿: 韦四江;马建宏;孙光中 时间: 2019-04-26 次数:

作者:韦四江;马建宏;孙光中

作者单位:河南理工大学能源科学与工程学院河南河南理工大学科学技术处河南工程学院安全工程系河南

摘要:锚固体蠕变特性是锚杆在软岩巷道中有效应用的关键,本文采用相似材料模拟试验对软岩锚固体的蠕变特性进行了研究,用石蜡、砂和凡士林模拟软岩,保险丝模拟锚杆,石膏模拟锚固剂,采用分级加载方式.根据试验结果得到软岩锚固体在不同应力水平下的蠕变规律及其经验公式.软岩锚固体的蠕变特性采用Burgers模型进行描述,推演出不同应力水平下的锚固体蠕变本构方程.根据蠕变经验公式,对锚杆支护软岩巷道的粘弹塑性分析表明,在1.1倍的应力水平时,巷道合理的支护时间为1 000 m in<t<1 500 m in.

基金:国家安全生产科技计划项目(07-148);河南理工大学青年基金项目(Q2006-9);

关键词:软岩;锚固体;蠕变;相似材料试验;

DOI:10.16186/j.cnki.1673-9787.2008.05.001

分类号:TD353

Study on creep characters of anchorage body in soft rock tunnel

Abstract:Creep is a key factor to the application of bolts in weak rock.The creep rule of anchorage body was studied in soft rock under different stress level, by means of analogue experiment.Soft rock was analogue by the mixture of wax, sand and vansline, bolt by fuse and resign by gypsum.Step loading was applied.Based on experimental results, creep regular patterns and expirical formula were obtained in different stress level.The creep character was described in Burgers model, then creep mechanical function deduced.According to creep expirical foumula, the raitional support time is 1000 to 1500 minutes when stress level is 1.1 times by using viscid and elastic analyses.

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