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基坑涌水
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  “基坑涌水”译为未确定词的双语例句
     Reconnaissance and harnessing for water control in basic pit of shallow overburden type karst area
     浅覆盖型岩溶区深基坑涌水的勘察治理——以桂林市万福路铁路下穿段帷幕灌浆治水为例
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     This text introduces the slip construction procedure and technological scheme used in a landslip which has an important influence on the safety operation of the Xiang-Shi freeway,and it also tell the danger and treatment about the construction security and quality from the well-up water.
     本文介绍了一项严重影响襄十高速公路安全营运的重点控制性工程中的大截面抗滑桩施工工艺流程及技术方案, 并着重对基坑涌水对抗滑桩施工安全、质量方面的危害及处理方案进行了阐述。
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  相似匹配句对
     They always connected water with their attitude.
    
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     Water
    
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     Summary of Study on Calculation Method of Inrushing for Confined Water Foundation Pit in Soft Soil Area
     软土地区承压基坑稳定计算法研究综述
短句来源
     Management of water flush accident at breakage face
     回采工作面事故的处理
短句来源
     Critical Thickness Analysis of Base Plate Gushing in Cylindrical Foundation Pit with Confined Water
     承压作用下圆形基坑底板突的临界厚度计算公式
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There are 10 erosion ditches in the dam area of the Hongjiadu Hydropower Station, among which there are 4 ditches that are related to the hydraulic structures. The rock properties in this area are T 1y 1, T 1y 2,T 1y 3 and T1yn1, with developed fissures. There are 21 faults, 6 of them pass through the hydraulic structures. No.1 landslide body has a volume of 980 thousand m 3 and No.2 landslide body 600 thousand m 3. The main engineering geological problems are as follows: high side slope excavation...

There are 10 erosion ditches in the dam area of the Hongjiadu Hydropower Station, among which there are 4 ditches that are related to the hydraulic structures. The rock properties in this area are T 1y 1, T 1y 2,T 1y 3 and T1yn1, with developed fissures. There are 21 faults, 6 of them pass through the hydraulic structures. No.1 landslide body has a volume of 980 thousand m 3 and No.2 landslide body 600 thousand m 3. The main engineering geological problems are as follows: high side slope excavation at the left dam abutment, the stability of two landslide bodies in the underground caverns, the seepage stability of dam, the free flowing water in the foundation pit, etc. The following main measures have been taken to treat above mentioned problems. In the excavation of the high side slope at the left dam abutment, we adopted pre stressed anchorage cable, system anchorage rods, web shotcrete, drainage hole, drainage ditches at the top of the side slope. The anti slide piles have been used to reinforce No.1 landslide body. The underground drainage galleries in four layers and some ground drainage ditches have been arranged. For the seepage control of dam, the curtain grouting and back filled concrete have been adopted. Now the No.1 and No.2 diversion tunnels have been completed. It was proved that the analysis is correct and the measures adopted are proper.

洪家渡水电站坝区内发育有大小冲沟 10条 ,其中 4条与水工建筑有关 ;计有 2 1条断层 ,通过水工建筑物的有 6条 ;岩体呈不同程度的弱风化至强风化 ,卸荷裂隙较发育 ,1号塌滑体达 98万m3,2号塌滑体有 6 0万m3。主要工程地质问题有 :左岸坝肩开挖高边坡 ,地下洞室群进口顺向坡稳定问题 ,大坝渗透稳定问题 ,基坑涌水问题等 ;采取的主要对策有 :左坝肩高边坡布设预应力锚索、系统锚杆、挂网喷混凝土、打排水孔、坡顶设排水沟 ;塌滑体用抗滑桩加固、地下设排水廊道、地面设排水沟 ;对大坝渗透用帷幕灌浆、回填混凝土进行处理。

This paper introduces the geological situations of the pump station and the water flush conditions encountered in practical excavation. The influences of foundation pit dewatering on Wulong spring and Shibanmo spring are analyzed; at the same time corresponding engineering treatment suggestions are proposed.

介绍了水源泵站的地质简况 ,阐述了勘察阶段及实际开挖过程中岩溶和基坑涌水的具体情况 ,并就基坑降水对五龙泉及石板磨泉的影响作了分析 ,提出了工程处理建议

Wuhan is the biggest city in Huazhong region, sine the reformation opens, a large number of high buildings have been built. The main characteristics of high building especially the super high building are the height is high, the center of gravity is high, the pressure of the bottom of a foundation is big and the depth of the foundation is big. But the geological conditions of Wuhan region are complicated, for example, in the Quaternary strata, from the latest aggradation of the soft soil, such as artificial...

Wuhan is the biggest city in Huazhong region, sine the reformation opens, a large number of high buildings have been built. The main characteristics of high building especially the super high building are the height is high, the center of gravity is high, the pressure of the bottom of a foundation is big and the depth of the foundation is big. But the geological conditions of Wuhan region are complicated, for example, in the Quaternary strata, from the latest aggradation of the soft soil, such as artificial fill, muddy soil, soft-plastic cohesive soil to various sandy soil and gravelly soil that deposit in Holocene epoch(Q_4), and the old clay that deposit before Late-Pleistocence(Q_3), all of these exist in it. The thickness, deep and characters of various soil layers appear great change. Therefore, the geotechnical engineering problems about high building in Wuhan region seem to be complex and various. In these numerous and complicated geotechnical engineering problems, this article primarity analyze the certainty of the bearing stratum and types of the foundation, the slope stipperying, water gushed out, quick sand, abrupt gush of soil and water, and protect in digging of the deep foundation pits. From the above analysis, we can get some laws, that can give us some leading meaning for building of high constructions in the future.

武汉市是华中地区最大的城市,改革开放以来,兴建了许多高层建筑。高层建筑尤其是超高层建筑的主要特点是高度大、重心高、基底压力大及基础埋深大等。而武汉地区的地质条件又比较复杂,就第四纪地层而言,从最新沉积的各类软土如人工填土、淤泥类土、软塑状粘性土等,到全新世(Q4)沉积的各类砂土与卵砾石,直至晚更新世(Q3)及其以前沉积的老粘土均有分布。各类土层的厚度、深度及性质均变化较大。因此武汉地区高层建筑的岩土工程问题就显得复杂与多样,在众多复杂的岩土工程问题中,本文主要分析了比较突出的基础持力层与基础类型的确定,深基坑开挖中的边坡滑移、基坑涌水、流砂、突涌以及基坑防护等。通过对这些问题的分析,从中可以得出一些规律,对今后高层建筑的兴建具有一定的指导作用。

 
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