For Shandong laizhou Sanshan Island Open gold pit high steep rock quality slope stability of problem, integrated consider library level on slope of water pressure, and temporarily State seepage field, and stress field, improved rock quality slope stability calculation theory; selected slope 487 exploration surface, using improved theory combined limited limited Yuan method calculation slope in level direction Shang of displacement value, compared using deep hole measuring oblique instrument measurement of data, validation the theory of practical, while analysis rainfall in rock quality slope into infiltration of process, Study on transient safety factor of slope changes over time. Research results showed that: slope in level direction of theory calculation displacement value and deep hole measuring oblique instrument measurement value for compared, found calculation value and measured value basic consistent, maximum errors for 0.02mm, description the theory on seepage State Xia slope stability analysis has good of practical; rainfall conditions Xia slope instant State safety at any time between of changes curve is "v" shaped, rainfall Hou of safety compared and rainfall Qian reduced has 10.12%; strong rainfall into infiltration caused has groundwater bit of rose, slope safety minimum Shi, Transient saturation are concentrated in the context of free surface of slope 5-30m.
正在翻譯中..
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