砂性土的英文

• cohesionless soil
• noncohesive soil
• sandy soil

• "砂"英文翻译    sand; grit
• "性"英文翻译    nature; character; dispositi ...
• "土"英文翻译    soil; earth
• "砂性" 英文翻译 :    gritiness; grittiness
• "性土" 英文翻译 :    arenosols
• "出砂性" 英文翻译 :    knock out property; knockability
• "砂性雪" 英文翻译 :    [水文] sand snow
• "砂性河床" 英文翻译 :    non-cohesive bed
• "砂性软糖" 英文翻译 :    fudger
• "携砂性能" 英文翻译 :    pro ant carrying capacity; proppant carrying capacity
• "型砂性能" 英文翻译 :    molding sand property; moulding-sand property
• "粘性土 粘性土" 英文翻译 :    cohesive soil
• "变性土" 英文翻译 :    blackland; vertisols
• "脆性土" 英文翻译 :    friable soil
• "粉性土" 英文翻译 :    silty soil; silty soll
• "活性土" 英文翻译 :    activated clay; activated earth; active earths; active soil
• "碱性土" 英文翻译 :    alkali earth; alkali soil; alkaline earth; alkaline land; alkaline soil; alkalinesoil; basic soil; solonetzic soil; solonetzicsoil
• "硷性土" 英文翻译 :    alkali soil; alkaline earth; alkaline soil; basic soil
• "酥性土" 英文翻译 :    friable soil
• "塑性土" 英文翻译 :    plastic clay; plastic soil
• "酸性土" 英文翻译 :    acid clay; acid earth; acid ground; acid slil; acid soils; sour soil
• "盐性土" 英文翻译 :    salt soil
• "岩性土" 英文翻译 :    endodynamorphic soil
• "粘性土" 英文翻译 :    clay soil; clay-bearing soil; clayey soil; cohesive soil; tenacious clay
• "中性土" 英文翻译 :    neutral soil

• Experimental research on troubles of epb shield construction in sandy soil
  土压平衡盾构在砂性土中施工问题的试验研究
• Soils : investigation and testing - determination of minimal and maximal density of cohesionless soils
  土壤.调查与试验.砂性土最大和最小密度测定
• Silt is a special type of soil which property differs from sand and clay . but silt did not be given sufficient research previously , accordingly , there has not have systematic theory about it by now
  粉土为砂性土和粘性土之间的过渡类型，其性质既不同于砂性土，又有别于粘性土，以往人们对它的研究较少，尚未形成系统的理论。
• Different from clay soil and sand soil , the particle extent of silty soil is more narrow , so the component design method and construction technology , which is reasonable for clay soil and sand soil may not be effective to silty soil
  粉质土不同于粘性土和砂性土，其粒度分布范围窄，所以适用于粘性土与砂性土的配合比及施工技术与方法并不就一定适用于粉质土。
• The revising formula on p - y curves of the back pile subjected to the front pile in sand and the calculation method of laterally loaded single pile and pile groups are put forward . these formulas , which have practical value in piles calculation , are enough to meet piles calculation requirement
  提出了群桩在砂性土中前桩对后桩土反力的影响折减系数公式，研究得出了水平承载桩(单桩、群桩)的计算方法。
• ( 2 ) in the thesis , some other important factors on the stability of subway foundation during earthquake are studied , for example , the intension of earthquake , the unit weight of the subway tunnel , the depth of the subway tunnel , the content of clay in sandy soil , and inputing different earthquake waves
  （ 2 ）研究了对地铁隧道地基的抗震稳定性有着重要影响的一些其它因素，例如，地震动强度、地铁隧道的平均容重、地铁隧道的埋深、砂性土中粘性土的含量以及不同的实测地震波等。
• Studying the permeability of deep mixed cement - treated sand through tests , this paper probed into the permeability character and the influence of additives on the permeability character of cement - treated sand . the reinforced mechanism of cement - treated sand was investigated
  通过对经深层搅拌形成的水泥粗砂土的渗透试验的研究和对室内外试验结果的分析，探讨了水泥砂性土的渗透性及外掺料对渗透特性的影响和水泥砂性土的加固机理，为深层搅拌法改变砂土渗透性提供依据。
• Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4 . the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i , the better the dynamic consolidation effect is ; 5 . the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding , but residual settlement deformation in each test district are compared , it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme . but the underlayer of dynamic consolidation should be made when pounding
  论文的主要工作和研究认识如下： ( 1 )确定必要的强夯施工参数； ( 2 )对既有砂性土又有粘性土地基的最佳夯击次数的确定方法进行了探讨； ( 3 )对试验前各试验小区的强夯试验方案进行了评价，并提出了优化建议； ( 4 )强夯垫层材料的级配对夯击能的消耗有很大影响，级配好的垫层对夯击能的传递比级配差的垫层效果好； ( 5 )强夯地基的变形效应主要是指夯后地基不但沉降变形会大幅度降低，而且剩余沉降变形会缓慢地发生； ( 6 )在比较各试验小区的变形稳定性后，按照优化后的试验方案进行强夯处理，则浦东机场场道工程地基的变形稳定性能满足设计要求，但须在处理时施加强夯垫层。
• To meet the need of settlement calculation with fem when absence of laboratory triaxial test data in common road engineering , methods of determining the five parameters included in tangential elastic module through soil routine tests and the related emendation coefficient are given . at the same time , one approximately substituted formula for tangential poisson ratio is also developed , which is suitable for both sandy soil and cohesive soil . ( 3 ) research on main parameters modification of duncan - chang model based on the improved bp network
  对于一般道路工程中不做三轴试验但须进行沉降有限元计算的情况，给出了依据土体常规试验的切线弹性模量确定方法和相关修正系数，同时也提出了对砂性土和粘性土均适用的切线泊松比的近似替代式子； ( 3 )基于改进的bp网络对邓肯张模型主要参数修正研究。
• As the increase of domestic high - rise buildings , more and more deep foundation trench supporting constructions have come into existence . among the general geographical condition of the urban district in qingdao , most of regions , which mainly consist of strong de composed rocks , are in quite good condition . except for the sandy soil and oozy soil along sea sides . but the development of rock cracks and breaking zones and unstable lamprophyre still exist , so blasting is needed during constructions of foundation trench . blasting have bad influence on the stability of slopes . moreover . the slope - liding has happened for several times , so the engineering project of foundation trench attracts more attention of people
  随着国内高层建筑的发展，深基坑支护工程越来越多，综合青岛市区的地质状况，除海边有砂性土及淤泥软土外，大部分地域岩土条件相对较好，多以强风化岩为主，但岩石裂隙发育，间或有断裂带和稳定性极差的煌斑岩穿插其中，基坑施工时需要爆破施工，对边坡的稳定造成了不利影响，加之连续出现的几次滑坡失稳事件，基坑支护工程越来越引起了各方面的重视。

• 砂性土的泰文
• 砂性土的法语：sol sans cohésion terrain pulvérulent
• 砂性土的日语：さしつど
• 砂性土的阿拉伯语：أرينوصول;