基于地应力测试的公路岩爆预测技术研究  

Study on Rock Burst Prediction Technology of Highway Based on Geostatic Stress Test

作　　者：司光晔 张严 

机构地区：[1]中交二公局第四工程有限公司,洛阳市471013

出　　处：《公路》2013年第6期256-261,共6页Highway

摘　　要：地应力是由于地质构造形成的岩体内部的应力,其分布异常经常造成隧道施工的岩爆危害。利用常用的水压致裂法,获取了某公路隧道最深处的地应力分布特征,最大水平主应力值σH=15.87MPa、最小水平主应力值σh=11.25 MPa、自重应力值σV=13.50 MPa。在此基础上,利用工程岩体分级标准判别法、Russenes判别法、Turchaninov判别法、Hoek判别法等4种岩爆判别法对其进行了定性或定量评价。各方法均认为该隧道不存在产生岩爆的可能,该地应力条件下隧道施工是安全的。该方法体系可供类似隧道的岩爆评价作为参考。Geostatic stress is inner stress in rock mass formed by geologic structure, whose unusual distribution often cause rock burst, which does harm to tunnel construction. Innermost geostatic stress dis- tribution feature of the tunnel in a highway is obtained by frequently used method of hydraulic fracturing, whose maximum horizontal principle stress being 15.87MPa, minimum horizontal principle stress being 11.25MPa and gravity stress being 13.50MPa. Based on these, four types of rock burst prediction method such as engineering rock mass classification standard test, Russenestest, Turchaninovtest and Hoek test are respectively used to qualitatively and quantitatively estimate possibility of rock burst happening. All methods draw the same conclusion： no possibility of rock burst in the tunnel. Tunnel construction under current geostatic stress condition is safe. The same estimate method can be used in tunnel with same geo- logic condition.

关 键 词：公路 地应力 水压致裂法 岩爆 

分 类 号：U451.2[建筑科学—桥梁与隧道工程]