英语翻译不要软件翻译的黄土滑坡在青海东部地广泛发育,给人们的生命财产造成了较大危害.其中青海省玉拉滑坡发生于上更新统时期,掩埋农田数亩造成了较大经济损失；近年来,随着滑坡受

英语翻译不要软件翻译的黄土滑坡在青海东部地广泛发育,给人们的生命财产造成了较大危害.其中青海省玉拉滑坡发生于上更新统时期,掩埋农田数亩造成了较大经济损失；近年来,随着滑坡受
英语翻译
不要软件翻译的
黄土滑坡在青海东部地广泛发育,给人们的生命财产造成了较大危害.其中青海省玉拉滑坡发生于上更新统时期,掩埋农田数亩造成了较大经济损失；近年来,随着滑坡受降雨等影响,坡体变形迹象明显,滑体后部很可能会产生局部垮塌,对坡前的耕地构成威胁.故本次对玉拉滑坡的研究,对于总结此类黄土滑坡的形成规律,达到防灾减灾的目的具有深远的工程实践意义.
本次以青海省玉拉滑坡为研究对象,以地面调查、测绘和工程勘查等为主要手段获得了玉拉滑坡的各项数据；分析归纳了形成滑坡的多种影响因素,采用瑞典条分法和简化毕肖普法对滑坡的稳定性进行了对比计算,结果表明瑞典条分法的计算结果更符合实际,滑坡目前处于基本稳定状态.
综上所述,本次研究得出以下结论：
（1） 研究区滑坡是位于西纳川河谷左岸丘陵山坡上,坡体受雨水入渗、黄土湿陷、基岩软化等形成的黄土滑坡.
（2） 通过对瑞典条分法和简化毕肖普法的对比计算发现,瑞典条分法更具有可靠性.
（3） 研究区滑坡目前虽然处于基本稳定状态,但在各种不利条件下可能失稳,建议进行防治.

英语翻译不要软件翻译的黄土滑坡在青海东部地广泛发育,给人们的生命财产造成了较大危害.其中青海省玉拉滑坡发生于上更新统时期,掩埋农田数亩造成了较大经济损失；近年来,随着滑坡受
Loess landslide is widely developed in eastern Qinghai,causing great harm to people's life and property.Qinghai province OK La landslide occurred in the upper Pleistocene period,the number of acres of buried farmland caused great economic loss; in recent years,along with the influence of rainfall,landslide,slope deformation,obvious signs,sliding rear is likely to produce local collapse,pose a threat to the front of slope farmland.Therefore,this study on OK La landslide,to summarize the loess landslide formation rules,to achieve the purpose of disaster prevention and reduction has far-reaching practical significance.The Qinghai province OK La landslide as the research object,in the ground survey,mapping and engineering exploration,obtained from various data OK La landslide as the main method; analyzed various factors affecting the formation of landslide,the Swedish slice method and the simplified Bishop method for slope stability are calculated,results show that Sweden the methods of calculating results accord with actual,the landslide is in steady state.In summary,this study draws the following conclusions:(1) landslides in the study area is located in the West Valley on the left bank of natural hill slopes,the slope by rainwater infiltration,collapsible loess,the loess landslide formation rock softening.(2) by comparison of Sweden slice method and the simplified Bishop method calculation found,Sweden slice method has more reliability.(3) the landslide at present although is in stable state,but in a variety of adverse conditions may be unstable,suggestions for prevention and control