开挖深度的英文

• cutting depth
• cutting height
• depth of excavation
• excavating depth

• "开挖"英文翻译    excavate; working
• "深度"英文翻译    degree of depth; depth
• "最后开挖深度" 英文翻译 :    final cut
• "超挖深度" 英文翻译 :    depth of extra-dredging; extra depth
• "浚挖深度" 英文翻译 :    dredging depth
• "下挖深度" 英文翻译 :    depth of low gathering
• "挖深" 英文翻译 :    deepening; dig deep
• "开挖" 英文翻译 :    excavate; working◇开挖机 backactor; drag shovel; 开挖设备 excavation equipment; 开挖机械 excavation machinery
• "挖深洞" 英文翻译 :    bore through/into
• "人工挖深" 英文翻译 :    hand sinking
• "设计挖深" 英文翻译 :    nominal depth of dredging
• "挖深浸蚀" 英文翻译 :    gully erosion
• "挖深切削" 英文翻译 :    trepanning
• "深度" 英文翻译 :    1.(深浅程度) degree of depth; depth 河水的深度 the depth of the river; 通过疏浚保持河道的深度。 the depth of the river is maintained by dredging.2.(触及事物本质的程度) profundity; depth 一篇表现出思想深度的文章 an article that shows depth of thought; 她最近的那首诗极有深度。 her latest poem has remarkable depth.; 深度计 depthometer; 深度记录器 depth recorder; 深度指示器 depth indicator
• "大开挖" 英文翻译 :    heavy excavation
• "干开挖" 英文翻译 :    dry excavation; excavate in the dry; excavate in the water
• "净开挖" 英文翻译 :    net cut
• "开挖（挖方）" 英文翻译 :    excavation
• "开挖；发掘" 英文翻译 :    excavation
• "开挖法" 英文翻译 :    excavation method
• "开挖机" 英文翻译 :    excavating machine; grab; trench digger
• "开挖角" 英文翻译 :    angle of loosening
• "开挖量" 英文翻译 :    excavated volume
• "开挖料" 英文翻译 :    excavate material; excavated material
• "开挖面" 英文翻译 :    cut surface; excavated surface; face

• Today s excavation depth is about 20 cm , but many pottery and utensils fragments can be seen . however the date of the fragments was still to be determined
  今日开挖深度约20公分，但已可见零星的陶碗碎片与器皿碎片，惟年代判别。
• The main danger in high - rise construction lies in the deep depth of foundation digging , the great height of work place , the much crossover work , the long time for a project
  高层建筑施工存在危险的主要方面有：基础开挖深度深、作业高度高、交叉作业多、施工工期长。
• Foundation pit projects become increasing popularity and their excavation depths become more and more deeper with the fast development of the high buildings and the wide utilization of the underground space
  随着高层建筑的迅速发展和地下空间的开发利用，基坑工程越来越多，其开挖深度也越来越大。
• And the contribute of water pressure to soil pressure is oversized . 3 . studying the wall level displacement ( supposed as s ) and corresponding excavation depth ( supposed as a ) in different work condition , the relationship is s = 0 . 0 1aht
  该经验关系适用于软土地层且基坑的开挖深度与墙体深度的比值a小于等于0 . 5的情况。
• Xujiahui metro station , the biggest one in shanghai line 1 metro , is also no . l in fast east district . it covers 606m in south to north direction and 21 . 9 - 24 . 5m wide , its excavation is 17 . 5 - 19 . 5m deep
  地铁徐家汇车站是上海地铁一号线中最大的车站，其规模当时号称远东第一，南北纵长606m ，宽21 . 9 24 . 5m ，开挖深度17 . 5 19 . 5m 。
• With the trend of quick development of the beijing urban construction , more and more difficulties for the design and construction of the pit excavation and retaining structures have been encountered because the deeper and deeper foundation is used to utilize the underground space
  摘要随着北京城市建设向高空及地下发展，深基坑工程的规模、开挖面积、开挖深度愈来愈大，开挖支护技术的难度也愈来愈大。
• The foundation engineering is typical in both excavation depth and scale , on the basis of in - situ investigation , the design optimistic of retaining wall was discussioned in this paper , the mian reseaches including : the using of fem optimazition methods of rods system ; the delvopment of programs for optimazition of imbedding depth of structure based on matlab and for whole design optimaziton of the retaining structures based on ansys , under the two controlling factors of the saft coefficient and the reliability probability about the whole damage of retaining atructure ; the analysis on the m index of soil , the depth of retaining structures imbedded in the rock and the overall optimistic design of retaining structures
  该基础工程不论在开挖深度还是规模上都很具有代表性。作者在现场调研的基础上，探讨了基坑支护结构设计优化问题。主要研究内容可以归纳为：应用基于m法的弹性地基梁杆系有限元方法；在围护结构整体稳定性安全系数与可靠性破坏概率两种控制因素下，编写了嵌岩深度优化的matlab程序与围护结构整体设计优化的ansys批处理程序；进行了地层抗力比例系数反算、地下连续墙嵌岩深度优化与地下连续墙结构体系整体设计优化。
• By direct shear for and normal triaxial shear tests of non - saturated desert sand , the parper studied the effect of water content and dry density on the strength of the non - saturated desert sand , and set up the code of this sand . based on the plane strain test of non - saturated desert sand slope , the paper analysed the destruction way of the excavaion side during the construction by means of adding water , and brough forward a formule that calculates the allowable of excavation and pile hole
  通过非饱和沙漠砂直剪试验和常规三轴剪切试验，研究了含水量和干密度对非饱和砂强度的影响，建立了这种砂的强度准则。通过非饱和沙漠砂边坡室内平面应变试验，分析了沙漠井场浸法施工中就基坑壁的破坏方式，推导出了基坑和桩孔容许开挖深度的计算公式。
• In this article , idealized elastic plastic model and three - dimension finite elements programs have applied to analyzing and researching the stress and displacement distribution of 4 high - steep slopes excavated on the wan - liang expressway , and the relationship has been gained between the stress existing in excavated rock slopes and stability coefficient with depth change through the self - made fortrain program ' s application to the computation of slopes " stability coefficient ; at the same time , through the analysis of the slopes " stability coefficient , such conclusion has been gotten that cohesion in the slipping zone has important effect on slopes " stability and some proposals have been presented to improve the anti - shearing ability of the slipping body through enhancement of the cohesion in the slipping body
  本文采用概化均质的理想弹塑性模型，利用三维有限元程序分析了万梁高速公路4个高陡边坡开挖各阶段的应力及应变分布，并且编写了fortran程序用于边坡稳定系数的计算，得出边坡岩体应力及稳定系数随着开挖深度的变化关系。并对边坡稳定系数的敏感性进行了分析，得出滑带内聚力的变化对边坡稳定性至关重要，提出了改善滑带岩土粘结状态提高抗剪能力的工程措施。
• The results of research show that : 1 . the statistical analysis of the in - situ measured soil and water pressures and lateral horizontal displacement of the underground consecution wall revealed that soil and water pressures chang continuously with the excavation depth , the maximum values appear when excavation depth reach 1 / 2 - 5 / 8 of the designing excavation depth . generally , the soil and water pressures on the underground consecution wall are less than that calculated by conditional ways . the lateral horizontal displancement of the underground consecution wall increase with the increase of excavation depth . during the process of excavation , the following excavation of soil have an obvious effect on inner force and displacement of the previous struts , which proved that classic methods ( imagine beam method etc ) are unreasonable
  研究结果表明： ( 1 )对基坑围护结构?地下连续墙的实测土压力和实测侧向水平位移统计分析得出：土压力是一个随开挖深度不断变化的量；在开挖至设计开挖深度的1 2 5 8时，土压力达到最大值。从总体上看，实测土压力小于按传统方法(水土分算法、水土合算法)计算得到的主动土压力。地下连续墙的侧向水平位移是随开挖加深而不断增加的。