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软岩巷道蠕变与湿度应力场耦合研究
引用本文:付志亮,高延法,邹银辉.软岩巷道蠕变与湿度应力场耦合研究[J].矿业安全与环保,2006,33(5):8-10.
作者姓名:付志亮  高延法  邹银辉
作者单位:山东科技大学,资源与环境工程学院,山东,泰安,271019;中国矿业大学(北京),北京,100083;山东科技大学,资源与环境工程学院,山东,泰安,271019;煤炭科学研究总院重庆分院,重庆,400037
基金项目:国家自然科学基金资助项目(50174035);国家重点基础研究发展计划(973计划)项目(2005CB221500)
摘    要:通过对龙口北皂矿H2101海域工作面矿区煤层底板矿物成分分析、岩样的膨胀性试验以及对巷道底板含水状态和围岩蠕变的实测,得到有关软岩巷道的围岩岩性参数和实际蠕变规律。运用湿度应力场理论的数学模型方法对软岩巷道的遇水软化和膨胀特性进行了分析,根据湿度应力场理论推导出膨胀软岩本构方程,在实际软岩巷道围岩稳定性控制中得到了应用。

关 键 词:湿度应力场  软岩巷道  膨胀实验  蠕变耦合理论
文章编号:1008-4495(2006)05-0008-03
收稿时间:2006-03-24
修稿时间:2006-03-242006-06-08

Study on Coupling of Creep and Humidity Stress Field in Soft Rock Roadway
FU Zhi-Liang.Study on Coupling of Creep and Humidity Stress Field in Soft Rock Roadway[J].Mining Safety & Environmental Protection,2006,33(5):8-10.
Authors:FU Zhi-Liang
Abstract:he lithologic parameters of rocks surrounding the roadway and their actual creep regularity were obtained through the analysis on the mineral compositions in seam floor, the test on the swelling property of rock samples and the actual measurement of water-bearing state in roadway floor and the creep of surrounding rock in H2101 working face under the sea area in Longkou Coal Mine. The softening and swelling properties of soft rock roadway in contact with water were analyzed by using the mathematic model of humidity stress field theory and the constitutive model of swelling soft rock was derived according to the humidity stress field theory. These research results have found application in the control of surrounding rock stability of the soft rock roadway.
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