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According to fractal theory, R/S analysis on the typical colluvial landslides is complete, finding that the parameter of Hurst decreases just at the time before the landslide took place. This research result shows that Hurst parameter is an effective nonlinear displacement parameter and it also has a very explicit forecast function.

根据分形理论,运用时序分形分析法对堆积层滑坡的位移规律进行了R/S分析,发现了其位移Hurst指数在边坡整体失稳前,存在明显降维现象,证明了位移Hurst指数是边坡一种有效的位移非线性参数且具有明确的稳定性预报功能。

The correlation between the displacement of colluvial landslides and the rainfall has been studied systemtically in term of the theory of the Grey System and the statistics, finding the displacements of the slope are very closely interrelated with the rainfall, and the circles of the displacements are also coincided with the circle of the rainfall.

运用灰色系统理论和数理统计基本原理,对堆积层滑坡位移与降雨的加卸载作用关系进行了系统研究,发现滑坡位移与降雨的加卸载具有密切的关联性,且位移变化周期与加卸载周期相吻合。

Based on the determination of macroscopic epicentral location, the distributive characteristics of landslides with differnt scale were researched by using maximum epicenter distance method and a linear distribution rule are obtained.

在确定宏观震中位置的基础上,采用最大地震滑坡震中距方法研究了不同规模滑坡的分布特点,并得到了线性分布的规律。

Time-dependent deformation prediction based on hydro-mechanical coupling theory is important to slope evolution research. However, because preparation processes of most of landslides take place in erodent geochemical environment near the earth surface, slope rock mass deformation differs from the time-dependent response of the underground openings wall rock to excavation.

以流-固耦合等理论为基础对岩体进行时效变形预测,对于斜坡演化研究是重要的,但是,由于大多数滑坡的孕育都是在近地表的侵蚀性地球化学环境中进行的,与深埋地下空间的开挖问题存在明显区别。

With the construction of large and medium sized reservoirs, a lot of fording slopes appear and the change of reservoir water level will influence the slope stability, which would lead to landslides, even geological hazards.

随着大中型水库的陆续兴建,形成了大量的涉水岸坡,库水水位的波动将影响这些岸坡的稳定性,可能诱发水库滑坡,甚至形成地质灾害。

These engineerings often involve digging mountains, which may result in landslide. There are large numbers of landslides, so a lower cost, more popular, and effective monitoring method is needed to monitor these latent or generant landslide, and to avoid inestimable loss.

大量的滑坡的存在要求采用一种成本低、易于推广和有效的监测手段对于这些潜在或是正在滑动的滑坡体进行监测,以避免当大面积滑坡产生时造成难以预料的损失。

The production indicate that the research find out distributing, range, size, geological environment, formative reason and genesic facter of YuQiuHao landslides. At the same time, I calculate and access stability of landslide, put forward scheme of prevention, access economic benefit, finally achieve anticipateve purpose.

论文就是在GIS技术的基础上,查明勘查区自然条件及地质环境条件、滑坡基本特征及类别,在此基础上进行稳定性分析评价,分析其成灾的可能性,成灾的条件,分析论证防治的必要性和可行性,进行工程治理与搬迁避让的比较,提出工程防治方案的建议,为可行性研究提供必要的地质资料。

Due to special physicogeographical and geological conditions, Laoshan area suffered the following geological hazards: collapse, landslides, mud-rock flows which were induced by the inner and outer dynamic geological processes, as well as human activities.

青岛市崂山区特殊的自然地理和地质环境条件,在内、外动力地质作用以及人类工程、经济活动的影响下,引发了崩塌、滑坡、泥石流等突发性的地质灾害。

The key elements of inducing this landslide to be revivable are rainfall ,unreasonable false virescence irrigation and the high and steep topographty in landslides region.

研究成果表明,该滑坡具有显著的分级分块滑动特性,降雨、不合理的人工绿化灌溉及滑坡区高陡的地形是诱发该滑坡复活的主要因素。

And also, the widespread and abounding landslides have always been a difficulty disturbing the departments of roading, railway transport and civil engineering in China.

目前长江三峡库区存在着总体积约34亿m〓,面积达135.9km〓的滑坡群,其活动状况直接影响到三峡工程的建设和日后当地群众的生产生活。

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