裂隙优先流与风荷载耦合下台风诱发乔木斜坡浅层滑坡机制研究

    MECHANISM OF TYPHOON-INDUCED SHALLOW LANDSLIDE ON THE SLOPE COVERED BY ARBORS: COUPLING OF FISSURE PREFERENTIAL FLOW AND WIND LOAD

    • 摘要: 在总结既有文献关于台风诱发滑坡特征的基础上,构建了裂隙优先流和台风风荷载耦合下乔木斜坡稳定性评价的简化力学模型。选取圆锥形、圆台形和圆柱形3种不同形状树冠的乔木,通过脉动风叠加平均风计算乔木不同高度处的风荷载时程曲线。利用ABAQUS有限元模拟获得台风作用下乔木的力学响应,并将乔木底部总力的最大值视为下滑力。以简化的二元结构斜坡为算例,在250 mm·d-1的固定降雨强度下,计算了裂隙优先流(即裂隙斜坡)和风荷载耦合下发育3种类型乔木斜坡的稳定性,并与仅考虑风荷载时(即无裂隙斜坡)的结果进行比对。结果表明:由于裂隙优先流的存在,裂隙斜坡的雨水入渗速度明显快于无裂隙斜坡,其达到饱和状态所需的时间较无裂隙斜坡大幅缩短;裂隙斜坡和无裂隙斜坡的稳定性系数均随风速的增大而降低,整体上各风速下裂隙斜坡的稳定性系数明显小于无裂隙斜坡,且裂隙斜坡失稳时的风速要明显小于无裂隙斜坡;无论裂隙斜坡还是无裂隙斜坡,发育圆柱形树冠乔木时其稳定性系数下降程度最大,圆台形树冠次之,圆锥形树冠最小。研究结果可为台风等极端强对流天气下富乔木坡地浅层滑坡机制解析和预警预报研究提供参考。

       

      Abstract: On the basis of summarizing the characteristics of typhoon-induced landslides, a simplified mechanical model was established for evaluating the stability of slopes covered by arbors by coupling of fissure preferential flow and wind load. Three kinds of arbors with different crowns, i.e., conic crown, circular crown, and cylindrical crown, respectively, were selected to calculate the time series of wind loads at different heights of the arbor by overlaying fluctuating wind and average wind. The mechanical responses of arbors under typhoon action were obtained by means of ABAQUS finite element simulation, and the maximum total force at the bottom of the arbor was considered as the sliding force. Taking a simplified binary structure slope as an example, in the condition of a fixed rainfall intensity of 250 mm·d-1, the stabilities of slopes covered by three kinds of arbors were calculated under the coupling of fissure preferential flow(i.e., fissured slope) and wind load, and were then compared with the results of non-fissured slope that considered only the wind load. The results show that:(1)due to the fissure preferential flow, the infiltration rate of rainwater in fissured slope is significantly faster than that in non-fissured slope, and the time required to reach saturation is significantly shortened compared to non-fissured slope; (2)the factors of safety(Fs) of both fissured slope and non-fissured slope decrease with increasing wind speed, and Fs of fissured slope is significantly lower than that of non-fissured slope at each wind speed; meanwhile, the wind speed during the instability of fissured slope is significantly lower than that of non-fissured slope; (3)for either the fissured slope or non-fissured slope, Fs decreases the most when arbors with cylindrical crowns are developed, followed by the slope covered by arbors with circular crowns and conic crowns. This research can provide references for the mechanism interpretation and early warning of shallow landslides on slopes covered with trees, especially arbors under extreme convective weather such as typhoons.

       

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