The methods of bridge foundation position determining and stability analysis of slope based on mechanical behavior of rock mass are put forward. And the present design theory is improved.
本论文对高陡边坡岩体在荷载作用下的力学行为特征进行系统的分析,揭示荷载作用下边坡岩体力学行为特征及变化规律,提出基于岩体力学行为分析的高边坡桥基位置设计及边坡稳定性分析方法,补充完善现有设计理论。
参考来源 - 荷载作用下高陡边坡岩体力学行为及桥基位置确定方法研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The bridge foundation position on high-steep slope is not specified definitely in current corresponding norms or hand books.
而目前相应的规范及手册中，对高陡边坡桥基位置没有明确的规定。
The bridge foundation position is verified or modified through analyzing rock mass stress under bridge foundation at different bridge foundation positions.
通过对不同位置桥基基底岩体应力的分析，进行桥基位置的验证或修正。
The rock mass strength under load at determined bridge foundation position is checked with strength criterion to determine the reasonable position of the bridge foundation.
用岩体强度准则对桥基位置下岩坡岩体强度进行校核，最终确定桥基合理位置。
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