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Home > english-chinese > "soil deformation" in Chinese

Chinese translation for "soil deformation"

土壤变形

Related Translations:
terrace deformation:  阶地变形
nonlinear deformation:  非线性变形
reserved deformation:  预留变形量
deformation equation:  变形方程
field deformation:  场变形
deformation measure:  应变量度
inhomogeneous deformation:  不均匀变形非均匀变形
liquid deformation:  液体形变
deflection deformation:  挠曲变形
deformation mode:  变形形式
Example Sentences:
1.( 3 ) the mechanism of improved soil deformation has been discussed from the view of the soil microstructure for the first time
( 3 )首次从微结构角度解释了强夯时地基土的变形破坏机理。
2.It is revealed that the computation value in theory is greatly different from the monitoring one , by analyzing a group of practical monitoring data of deep soil deformation
通过对某实测工程地基分层沉降监测数据的研究,发现理论计算值与实测值有较大差距。
3.Pipe jacking construction disturbs soil inevitably , which would results in soil deformation and does harm to its surroundings . this thesis based on the pipe jacking construction project along shiqiao road in hangzhou
顶管施工对土体扰动是不可避免的,土体变形是土体受扰动的结果,而土体变形则会对周围环境造成危害。
4.Finally , the strain composed method to calculate the settlement of the composite foundation was put forward when the pile - soil deformation harmony is discussed in the process of analysis of deformation modulus
最后,通过分析复合地基变形模量随荷载变化规律,深入探讨桩土变形协调关系,提出了碎石桩复合地基沉降计算的应变合成法。
5.The numerical results show the validity of the model and the effect caused by the yield surface and the rotation of principal stress axes on soil deformation . lastly , the relative results are got by the comparison and analysis
同时,依据两个算例,分别研究了主轴旋转和选用不同本构模型(双屈服面模型、三屈服面模型)对土体位移和应力的影响,得到了相应的结论。
6.The measured results of settlement depth for foundations with different breadth , soil deformation area around pile and foundation , interaction coefficient of double pile and load distribution on pile top beneath cap illustrate that the effects of interaction of soil - soil , pile - soil and pile - pile are obviously lower than elastic theory values
不同基宽压缩层深度、基础和桩侧土变形范围、双桩相互影响系数以及桩顶荷载分布的测试结果说明,土土、桩土、桩桩相互作用效应较连续介质弹性理论值明显弱化。
7.Through a lot of test pile material , this essay concludes the vertical bearing capacity calculation formula of man - made pile with bulb shaped base by strength theory and relative deformation as control criterion . the method of defining pedestal pile foundation deformation modulus is especially discussed in this article , and it takes the mindlin solution as the starting point using mathematics method to get the poisson ' s ratio ( u ) which is the factor influencing foundation soil deformation modulus , and a deformation modulus calculating equation is finally determined
本文通过大量试桩资料和有限元计算分析,给出了以强度理论和相对变形为控制标准的人工挖孔扩底桩竖向承载力计算公式。其中特别论述了扩底桩地基变形模量的确定方法,并从mindlin解出发利用数学方法得出了影响地基土变形模量大小的因素?泊松比,初步确定了比较完善的变形模量计算公式。
8.Based on some examples , geologic hazard problems , such as earthquake , geofracture , ground subsidence , collapse , water environmental depravation , landslide , dilapidation , mudrock flow , float sand , piping and yielding soil deformation etc . , are summed up generally during the course of development for chinese cities
以实例的形式,概要总结了中国城市发展过程中存在的地震、地裂缝,地面沉降、塌陷,水环境恶化,滑坡、崩塌、泥石流,流砂、管涌、软土变形等地质灾害问题;根据产生地质灾害的动力作用性质,对地质灾害进行了分类。
9.According with the characteristics of pore water seepage and soil deformation , the 1 - d rebound anti - consolidation model is set up . then the anti - consolidation differential coefficient equation is deduced and the corresponding a nalytical solution is obtained . in succession using the above theory , the influence to effective stress area ratio of some factors , such as preloading time , surcharge ' s magnitude and the depth of vertical drain
针对卸载后浅部地基孔隙水渗流和土体变形特性,建立了软土地基一维回弹吸水固结模型,推导了吸水固结微分方程,并求出了方程的解,同时,给出了回弹变形计算公式。
10.Through simulation , found the influence rule on existed structure by shield construction , discussed construction factors such as soil deformation modulus , different thickness of and different elastic modules of equivalent circle zone , control soil pressure , initial stress release rate influence on the surface settlement and structure deformation , studied the reasonable parameter value scope
通过数值模拟,研究了盾构施工对既有结构的影响规律。讨论了地基变形模量、等代层厚度和参数、围岩应力初期释放率、盾构正面土压力等施工因素对地表沉降和筏板基础沉降的影响,研究了穿越结构物时参数的合理取值范围。
Similar Words:
"soil de itometer" Chinese translation, "soil de ity" Chinese translation, "soil decontamination" Chinese translation, "soil defence" Chinese translation, "soil defense" Chinese translation, "soil deformation parameter" Chinese translation, "soil degradation" Chinese translation, "soil densitometer" Chinese translation, "soil density" Chinese translation, "soil denudation" Chinese translation