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论文摘要

震后裂缝危岩体诊断技术研究

Failure Mechansim and Diagnosis Mehtod of Dangerous Crack Rock after Earthquake

作者:吴永(中国科学院成都山地灾害与环境研究所)

Author:Wu Yong()

收稿日期:2010-04-15          年卷(期)页码:2010,42(5):185-190

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:震后危岩体; 裂缝扩展;应力强度因子; 临界加速度;临界深度

Key words:dangerous rock after the event; crack propagation; stress intensity factor; critical acceleration; critical depth

基金项目:国家自然科学基金

中文摘要

震后山体结构破碎,崩塌频发,严重的制约着灾后重建工作。为此,从震后岩体实际结构状况出发,在分析诱发岩体崩塌的破坏性外力类型的基础上,借助断裂力学理论,通过合理建模,阐明了震后岩体崩塌的机理,给出了崩塌发生的条件,为震区可预知余震强度区的危岩体诊断和排查提供了技术支持。最后通过算例及分析表明:余震、降雨及其相互耦合作用是震后崩塌的根本动力;在特定外力下区内岩体裂缝发生扩展存在最小临界深度;外力耦合条件下裂缝失稳临界深度最小

英文摘要

Because of broken structure caused in earthquake, the dangerous rocks collapse frequently under the action of special external force after the event, which restricts the reconstruction greatly. Here from the real structure of rock, based on the analysis of destructive external force, and according to the fracture mechanics, the failure mechanism of dangerous rocks is studied clearly by modeling reasonably. Then the condition of different kind’s collapses is given and proposed to diagnose dangerous rock. At last, an example is given to prove the theory. The result shows the aftershock, rainfall and their coupling action are the main forces that cause the collapse after the event, and there is a critical minimum depth of crack under any action which can lead the failure. Meanwhile it is also found that the critical depth is smaller under couplings action.

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