Based on generalizing site practice experience on intensive rheological soft rock roadway supporting, this paper puts forward the control measure on intensive rheological soft rock roadway supporting.
在总结强流变软岩巷道支护现场实践经验的基础上，提出了强流变软岩巷道支护的控制对策。
First use and adopt the new technology of soft rock supporting, especially roadway floor bolting casting reinforcement.
开创了软岩支护尤其是巷道底板锚注加固新技术。
Using numerical methods, the effect of bolt supporting parameters to the stability of soft rock roadway intersection is studied in deep underground.
采用数值模拟研究方法，研究了锚杆支护参数对深井软岩巷道交岔点稳定性的影响。
Many breakings in anchor bolts and cables in tunnel of deep soft rock were one of problems faced by roadway supporting.
深部软岩巷道中大面积锚杆、锚索破断现象是巷道支护面临的一个难题。
In deep soft rock roadway, supporting technologies and methods which have been adopted in shallow engineering are not applicable due to complex engineering geological conditions.
深部软岩工程复杂工程地质条件使原有的浅部工程的支护技术和方法不能满足实际工程需要。
Groundwater has an important influence on the supporting of soft rock roadway. It is required to take measures of avoiding or sealing its.
地下水对软岩巷道的支护具有重要影响，需要采取避开或封闭措施。
According to the status of serious destroy of the soft rock roadway influenced by the dynamic pressure in Yangquhe Mine, a reasonable bolt-grouting supporting scheme was put forward.
针对羊渠河矿受动压影响软岩巷道严重破坏的情况，提出了合理的锚注支护方案。
The results are applied to the deepest soft rock roadway in China. The rationality of the supporting scheme has been validated by field monitoring.
将研究成果应用于我国最深的第三系软岩巷道支护工程实践，通过现场监测验证了支护方案的合理性。
According to repairing supporting engineering of 1070 roadway in Wei Jia-di Coal Mine, stability failure mechanism of soft rock roadway engineering under complex stress conditions is analyzed.
针对魏家地煤矿1070巷道返修工程，分析了复杂应力条件下软岩巷道破坏机理。
Based on the soft-rock roadway of Enhong colliery in Yunnan province, this paper analyzes by nmuerical simulation the three supporting plans for soft-rock roadway junctions.
分析了深部软岩巷道硐室的支护状态稳定因素，结合现场实际情况，总结了深部软岩巷道破坏后二次支护的方法和原则。
Based on the soft-rock roadway of Enhong colliery in Yunnan province, this paper analyzes by nmuerical simulation the three supporting plans for soft-rock roadway junctions.
分析了深部软岩巷道硐室的支护状态稳定因素，结合现场实际情况，总结了深部软岩巷道破坏后二次支护的方法和原则。
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