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防治工程效果
相关语句
  effectiveness of landslide control
    Study on the Post Evaluation of the Effectiveness of Landslide Control
    滑坡防治工程效果的后评价研究
短句来源
    Post-fuzzy comprehensive evaluation of effectiveness of landslide control
    滑坡防治工程效果的模糊综合后评价研究
短句来源
  “防治工程效果”译为未确定词的双语例句
    STUDY ON CONTROL ENGINEERING EFFECT ABOUT LIANZIYA DANGEROUS ROCK-BODY IN THREE GORGES RESERVOIR OF YANGTZE RIVER
    长江三峡链子崖危岩体防治工程效果研究
短句来源
    INSPECTION ON THE STAGE II GEOLOGICAL DISASTER PREENTION PROJECT OF XINGSHAN COUNTY IN THREE GORGES RESERVOIR REGION
    三峡库区兴山县二期地质灾害防治工程效果监测浅议
短句来源
    Then, using the Fuzzy Theory, a comprehensive evaluation model of the post evaluation is set up for the first time, which lays a foundation for establishing the criterion of landslide control.
    进而采用模糊数学理论,建立了滑坡防治工程效果的模糊综合评判模型。
短句来源
    208 Geological Party, SBGMR, anchorage technology in association with impervious blanket for the deformed rockbody control has achieved good results.
    川地208队采用锚杆加固及涂抹砂浆水泥护坡综合防治工程,效果明显。
短句来源
    The construction of the controlling engineering including adjusting stress has greatly raised the stability, and the Lianzi Cliff dangerous rock body is more stable now than ever before.
    长江三峡链子崖危岩体防治工程的实施,使其安全度有了较大提高,经过应力调整,已使其变形趋于稳定,防治工程效果日渐显著。
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The construction of the controlling engineering including adjusting stress has greatly raised the stability, and the Lianzi Cliff dangerous rock body is more stable now than ever before. In short, the effects of the controlling engineering is increasingly shown with each passing day.

长江三峡链子崖危岩体防治工程的实施,使其安全度有了较大提高,经过应力调整,已使其变形趋于稳定,防治工程效果日渐显著。通过对链子崖危岩体防治工程进行前以及施工过程中的地表绝对位移、裂缝相对位移、钻孔深部位移、岩体应力和锚索张拉力等监测资料的分析对比,讨论防治工程施工对链子崖危岩体变形的影响,论述施工进度、施工强度与危岩体变形的对应关系。

Based on analyzing the conditions of landform, strata lithology, geologic structure and underground water, external and internal causes of No.108 landslide occurring were discussed, and the effects of two antisliding measures were analyzed. The result shows that eluvialdeclivous soils in Quaternary system with a large thickness and low strength is the basic cause of the landslide, the enrichment of underground water, leading to the decrease in the shear strength of slide surfaces, is an important condition...

Based on analyzing the conditions of landform, strata lithology, geologic structure and underground water, external and internal causes of No.108 landslide occurring were discussed, and the effects of two antisliding measures were analyzed. The result shows that eluvialdeclivous soils in Quaternary system with a large thickness and low strength is the basic cause of the landslide, the enrichment of underground water, leading to the decrease in the shear strength of slide surfaces, is an important condition of its formation, and slope excavation and rail falling are the direct cause of the landslide. The analysis also indicates that the underground drain tunnel and bored grouting can control the development of a landslide effectively.

在分析京珠高速公路108滑坡形成的地形地貌、地层岩性、地质构造及地下水条件的基础上,探讨了滑坡产生的物质条件及外部原因,分析了滑坡主要防治工程的效果.结果表明:厚度大、强度低的第四系残坡积土是滑坡产生的物质基础;地下水富集并软化滑带是滑坡产生的重要条件;边坡开挖和降雨是滑坡产生的直接诱因;采用微型钢管压力灌浆及截排水隧洞治理滑坡是有效的.

Shenzhen City is a seashore city with axial ridge and low mountain physiognomy to seashore plain from the North to the South.The geological characteristics are of complicate geology,uneven stratum,crushed rock,strong rainfall,ample groundwater and strong tectonism.There are certain slope instability types in Shenzhen City:landslide and collapse arising in shallow loose soil,slope sliding along the consequent faults in soft metamorphosed rock and in mixed rock and sliding being caused by the tectonic hard core...

Shenzhen City is a seashore city with axial ridge and low mountain physiognomy to seashore plain from the North to the South.The geological characteristics are of complicate geology,uneven stratum,crushed rock,strong rainfall,ample groundwater and strong tectonism.There are certain slope instability types in Shenzhen City:landslide and collapse arising in shallow loose soil,slope sliding along the consequent faults in soft metamorphosed rock and in mixed rock and sliding being caused by the tectonic hard core of granite.The principles of those diseases can be categorized as follows:(1) most of sliding arises from the correlated impact of rainfall and groundwater;(2) instability is often developed along the south of ridge with the strike direction of EW;(3) landslides and collapse are often developed in soft rock and cracked rock,but landslip and rock fall often in hard rock;and(4) Shenzhen large fault has strong impact on the slope instability,on whose upper bed more instability disasters are developed and vice versa.More instability disasters are developed strongly on the zone of the main NE strike fault intersected with other faults.Though more preventions and new technologies are adopted in slope instability treatmentt,he progresses of Shenzhen slope instability prevention and control should proceed as follows(:1) the law of “geology is foundation”should be carried out(;2) the new techniques should be adopted;(3) supervision should be enhanced;(4) more attention to should be paid to the research of the effect of treatment measures;and(5) the standards of slope instability prevention and control should be established.

深圳市属滨海城市,主山脉走向基本为EW向,由北向南由低山丘岭逐渐到滨海平原。地层岩性软硬分布不均,构造破碎,年降雨量大,地下水丰沛。深圳市边坡病害的类型有地表松散层中的边坡滑坡和坍塌、软变质岩中沿顺坡向断层的滑动、混合岩中沿顺坡向断层的滑动和花岗岩中构造硬核的失稳。边坡病害的产生有以下规律:(1)地表水和地下水的共同作用产生的多;(2)EW向山脊的南侧发生的病害多;(3)软岩中的滑坡、坍塌多,硬岩中崩塌、落石多,破碎岩体中坍塌和滑坡较多;(4)深圳大断裂对边坡病害的影响大,其上盘边坡病害多,下盘少;NE向主断裂带和其他向断裂带交叉处的边坡病害多。尽管在边坡病害的防治中采用大量工程以及新技术,但今后深圳市边坡病害防治应向以下几个方向发展:贯彻“地质是基础”的原则、探索新技术、加强监测、加强防治工程效果评价的研究以及制定边坡病害防治标准。

 
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