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Landslides in the marly slope of the Kapsali area in Kithira Island, Greece

机译:希腊基希拉岛Kapsali地区的马利坡的滑坡

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摘要

In April 2004, the uphill area of the touristic Kapsali Golf, in the southern part of Kithira Island was affected by large-scale landslides. These landslides, which also affected the road between Kapsali-Kalamos, occurred in ground consisting of marl, overlain by limestone. This investigation indicated that the back analysis method of study gave more realistic results than the original laboratory tests because it more effectively factors the conditions at the time of ground failure-in particular, those parameters relating to the mechanical characteristics c and Ф of the substrate material. The natural slope of the marl-rich substrate presents a limited stability; this stability decreases during heavy rainfall. The cause of the slides investigated is the interaction between the silty clayey (CL-ML) substrate and heavy rainfall. The low porosity of the substrate impedes the slope drainage which in turn leads to saturated, unstable ground. The potential for new slides to occur in the area is real if no protective measures are taken.
机译:2004年4月,基蒂拉岛南部的旅游卡普萨利高尔夫(Kapsali Golf)上坡地区受到大规模滑坡的影响。这些滑坡也影响了Kapsali-Kalamos之间的道路,发生在由石灰石覆盖的泥灰岩组成的地面上。这项调查表明,与原先的实验室测试相比,本研究的反分析方法提供了更为现实的结果,因为它可以更有效地考虑地面破坏时的状况,尤其是那些与基材的机械特性c和Ф有关的参数。富含泥灰的底物的自然斜率表现出有限的稳定性;在暴雨期间,这种稳定性会降低。研究的幻灯片的原因是粉质黏土(CL-ML)底物与强降雨之间的相互作用。基材的低孔隙度阻碍了坡度排水,进而导致饱和的不稳定地面。如果不采取任何保护措施,则该地区可能会发生新的滑坡。

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