古滑坡的英文

• fossil landslide
• old landslide

• "古"英文翻译    antiquity; ancientry
• "滑坡"英文翻译    hill-creep; landslide; lands ...
• "古滑波" 英文翻译 :    ancient rock slide
• "滑坡" 英文翻译 :    1.(地表斜坡上大量土石整体下滑现象) hill-creep; landslide; landslip;2.(下滑; 下降) go steadily downhill; slide downhill 某些地区的生产在滑坡。 the production in some areas went steadily downhill
• "滑道，滑坡。" 英文翻译 :    slideway
• "滑坡谷" 英文翻译 :    landslide valley
• "滑坡痕" 英文翻译 :    landslide trail
• "滑坡面" 英文翻译 :    landslide surface
• "滑坡区" 英文翻译 :    landslide area; slide area
• "滑坡泉" 英文翻译 :    landslide spring
• "滑坡体" 英文翻译 :    sliding mass
• "助滑坡" 英文翻译 :    approach; in-run
• "背流面；滑坡" 英文翻译 :    slislope
• "层状滑坡" 英文翻译 :    bedding plane slide; sheet landslide
• "初期滑坡" 英文翻译 :    landslide initial; landslide, initial
• "次生滑坡" 英文翻译 :    secondary landslide
• "从滑坡摔下" 英文翻译 :    fall from slide
• "大面积滑坡" 英文翻译 :    wide-spread decline
• "大片滑坡体" 英文翻译 :    flake
• "大型滑坡" 英文翻译 :    major landslip
• "堤身滑坡" 英文翻译 :    levee slide
• "低速滑坡" 英文翻译 :    low speed landslide
• "堆积体滑坡" 英文翻译 :    talus slide
• "防滑坡道" 英文翻译 :    non-slip ramp; ramp with nonslip surface; ramp with slipresistant surface
• "复合滑坡" 英文翻译 :    complex landslide

• Construction technique for treatment fossil landslide on duimen bridge natural ground in chongqing - huaihua railway
  渝怀铁路对门坡大桥天然地基古滑坡整治施工技术
• ( 4 ) determinant of the landslide on the right bank : determinant : the landslide was discovered by geological studying , boring etc .
  ( 4 )坝址右岸古滑坡体的判定：坝址右岸的古滑坡体是在反复的地质调研基础上，通过钻孔、平硐等手段揭示出的。
• ( 5 ) conclusion was obtained by the analyzing and studying the mechanics environment of the rock mass and the landslide on right bank : according to the analysis , the present direction of the maximal principle stress was consistent with the present tectonic stress field , the value of the principle stress increased or reduced in special place , and there was tensile stress region at the 2000m or above it on the left bank , the accumulate and adjustment was very limited in 200 years , the calculated result of the landslide indicated that the landslide on the right bank was stable under the various conditions
  ( 5 )坝址区河谷岩体力学环境及右岸古滑坡体的稳定问题分析得出：河谷岩体应力场的分析显示，河谷岩体中主应力的方向基本上与现今区域构造应力场的方向一致，在一些特殊地带岩体的主应力值有所降低或增高，特别是在左岸的2000m高程附近及以上，存在有明显张应力区。在未来200年流变计算时步范围内，河谷岩体应力的积累与调整较为有限。同时对滑坡体各种工况条件下的稳定性计算结果表明，右岸古滑坡体在各种工况条件下是处于稳定状态的。
• This paper , in the light of the special geological environment and actual project situation of the three gorges reservoir area , puts forward a comprehensive analysis and evaluation system suitable for the stability analysis of the bank landslide of the three gorges reservoir area under the premise of thorough consideration of the water influence on the stability of the bank landslide , and obtains the following achievements in several aspects that have the practical application significance and certain scientific research value : ( 1 ) it is discovered that the water activity is the primary factor of the formation of the new landslide and the revival of the ancient landslide . on the one hand , the rising underwater level reduces the actual stress of landslide ; on the other hand , the long time soaking of the underwater reduces the mechanics intensity of the landslide and the slide belt , both of which reduce directly the landslide stability ; ( 2 ) in view of the special condition of the three gorges reservoir area , this paper analyzes systematically the forces acted on the landslide of the three gorges reservoir area and the force varieties acted on the divided landslide when the water level changes between 175 meters and 145 meters . thus it is more scientific and comprehensive for the analysis of the forces acted on the landslide ; ( 3 ) this paper summaries systematically 10 kinds of typical computation projects by organic combinations of different kinds of situations in the dry season ( nature statue ) , rainy season ( rainstorm or rains for a long time condition ) , with 175m water level in the reservoir , during the earthquake , with the water level of the reservoir adjusted from 175m to 145m and so on , and produces
  本文针对长江三峡库区特殊的地质环境与工程实际情况，在充分考虑水对库岸滑体稳定性影响的前提下，提出了一个适用于长江三峡库岸滑坡体稳定性分析的综合分析评价体系，并取得了如下几个方面具有工程实际意义和一定科学研究价值的研究成果： ( 1 )研究结果发现，水的活动是新滑坡形成或古滑坡复活的主要因素，一方面是由于地下水位升高降低了滑坡体的有效应力，另一方面是由于地下水的长期浸泡降低滑体及滑带的力学强度，这两方面的因素均将直接降低滑坡的稳定性； ( 2 )针对三峡库区的特殊条件，系统分析了作用于三峡库区滑坡体上的力系和库水位在175m与145m间变化时滑体条块的受力变化，从而使对作用于滑坡体上的力系分析更科学、更全面； ( 3 )通过对滑体处于旱季(天然状态) 、雨季(暴雨或长期降雨状态) 、 175m库水位、地震以及库水位由175m调节下降至145m等各种不同情况的有机组合，本文系统地归纳总结出了10种典型计算工况，并具体给出了相应的作用荷载的计算方法，使在库区岸坡滑体稳定性分析评价时对计算工况选择及其作用荷载的计算更具规范性； ( 4 )具体运用c + + builder开发了关于滑坡体稳定性综合分析评价系统，使对滑坡体稳定性分析计算更方便、更准确； ( 5 )将上述滑坡体稳定性综合分析评价系统应用于重庆市丰都县名山滑坡稳定性分析的具体事例中，分析结果表明，本文所提出滑坡体稳定性综合分析评价方法对三峡库区的滑坡稳定性分析是实用可行的。
• The new applications of survey are described in the fields of indicating underground advance , seeking out lossed ore deposit , discovering neotype deposit for detecting the gold deposit ; determining productive aquifer for looking for groundwater ; discovering fracturation zone controlling crop out of hot spring for developing the hot spring , and locating the position of ancient rock slide for prospecting the earth slide
  摘要综述了应用轻便测量技术在地矿及地下水寻找等方面的一些新应用，例如：在金矿勘探中指导坑道掘进，找到了被遗漏的矿体，发现了新的矿化类型；在地下水寻找中，确定了富水层位；在温泉开发中，探明了控制温泉出露的断裂带；在滑坡研究中，确定了古滑坡的具体位置。
• ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced , the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ) , but when the water lever suddenly fell and did not think of other force , safe factor evidently reduced , the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter , the landslide will be destroyed too
  ( 6 )建坝工程荷载条件下河谷岩体力学环境分析及右岸古滑坡体的稳定问题分析得出：建坝后河谷的岩体应力量值明显增高，同时左岸的张应力区的范围及量值明显减小，主应力的方向依然与模型的底边界垂直；大坝建成后逐渐蓄水阶段以及同时考虑本区最强地震力的作用等各种不同的工况条件时，滑坡体及坝体总体上仍处于稳定状态；水位骤降时，在未考虑其他外力作用的情况时，滑体的安全系数将显著降低。若考虑水位骤降及本区最大地震力的共同作用，坝体将在滑坡体下滑推力的作用下产生破坏；建坝后水平推力对右岸古滑坡体稳定性的影响分析可以看出，在最危险的工况条件下，坝体及滑坡体也将处于临界状态；在长期渗透变形的作用下，由于滑带的物理力学参数的降低而有可能导致坝体失稳破坏。