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Home > english-chinese > "基础沉降" in Chinese

Chinese translation for "基础沉降"

foundation settlement
yielding of foundation


Related Translations:
放射性沉降:  radioactive depositradioactive fall outradioactive falloutradioactivefallout
沉降室沉降器:  settlingvessel
沉降分析:  analysis by sedimentationsedimentation analysissedimentation testsettlement analysis
沉降红细胞:  sedimented red cell
沉降天平:  sedimentation balance
沉降带:  geotectogenesu idencezonesubsidence zonesubsiding beltzone of subsidencezoneofsu idence
热力沉降:  thermal precipitation
沉降坑:  settling pit
沉降体积:  settling volume
再沉降:  redepositionreprecipitation
Example Sentences:
1.This may be due to the settlement of foundations or to a differential temperature movement of supporting piers .
这种运动可以是由于基础沉降或由于支墩因不同温度变化而产生。
2.Settlement calculation method for embedded foundation resting on elastic soil
均质弹性地基的埋深基础沉降计算
3.Characteristics of settlement and calculating methods about bridge pile groups foundation
桥梁群桩基础沉降特性与计算方法
4.Research on the calculation of raft foundation settlement deformation of the high building
高层建筑筏形基础沉降变形有限元计算
5.On the basis of test under loading statically about static strain , opposite deformation to sedimentation of foundation on the actual project , further mechanics analysis of csbcs was done
通过现场静载试验,从结构的静态应变,相对变形,基础沉降等多个指标方面,对波纹钢板桥涵的力学性能进行了深入分析。
6.Single stiffness is presented through q - s curve , and the load of the top of pile is computed by circulating many times , so it can avoid man - made rectification . at the end of the paper , the application of the method is introduced on a project
通过单桩的荷载沉降曲线确定群桩中单桩的刚度,并可用逐次逼近的方法求解桩顶反力和基础沉降,避免了对刚度的非理性调整。
7.According to the feature of base reaction and base settlement , the influence of soil treatment to maximum settlement and differential settlement of foundation as well as internal force of foundation have been computed and analyzed with the finite element method
摘要针对实际工程中基底反力的分布特点和基础沉降特征,用有限元方法,计算分析得出:当地基加固后,筏板下地基呈现中心刚度大,而边缘刚度小时,可以有效减小差异沉降,继而减小由于沉降差异而引起的基础次应力。
8.Based on comparison of several technical schemes , the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted . so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing , including numerical analyses for the thickness of sand bedding , the consolidation , settlement and stability of foundation , drainage , possibility of foundation liquefaction under seismic loading , et al . ( 2 ) monitoring at construction stage and checking the effect of foundation treatment , including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank , pore pressures and horizontal displacements in foundation , the pressure distribution at the bottom of oil tank and the strength increase of soils
通过多种技术方案比较,最终选择了技术先进的砂垫层预抬高分级充水预压法,论文工作主要由以下两部分组成: ( 1 )砂垫层预抬高分级充水预压法的适用性研究,其中包括砂垫层厚度、地基沉降与固结度、地基稳定性、降水、地震作用下砂土液化的可能性等方面的计算分析; ( 2 )施工监测与地基处理效果检验,其中包括油罐环梁基础沉降速率与不均匀沉降程度、各分级充水加载阶段地基超静孔压与深层水平位移、油罐底板压力分布及地基土强度增长等方面的实测与数据分析。
9.Firstly , on the base of analysis and summarize already existing every kind of means to calculate the settlement of the foundation , and combinating stress peculiarity of the rigid pile in rigid - soften composite piles foundation , lodge a new method named utmost stress to calculate the settlement of it . it was proved useful with the practical example . besides that , bring forward a criterion that the calculation of the settlement must be bigger than the observation of it for 30 % to discriminate a method between safe and unsafe
刚柔复合桩基应用的关键是控制基础沉降,本文首先在分析和总结已有各种沉降计算方法的基础上,结合刚柔复合桩基中刚性桩和柔性桩的受力特点,提出了一种刚柔复合桩基沉降计算的新方法?极限应力法:在修正应力法的基础上,假设刚性桩的实际承载力达到其设计承载力极限值,则桩土应力比易于确定,从而可得复合桩基的总沉降量。
10.After years of development , interaction characters of piles , rafts and foundations are widely applied in engineering practice . literatures on actual settlement and development process of pile - raft foundations show that substance of pile - raft foundations " settlement consists of many parts and then produces whole compressing distortion . it will take many years or even more years to finish distortion
高层建筑的桩、承台(或筏板) 、地基共同作用特性,经过多年的研究发展,已逐步开始应用于工程实践中,纵观许多描述桩?筏基础的实际沉降和沉降发展过程的文献可知:桩?筏基础沉降实质是由多个主要分量组成,进而产生的整体压缩变形,并且需要历经数年甚至更长时间才能完成的过程。
Similar Words:
"基础产业和关键产业" Chinese translation, "基础产业和要害产业" Chinese translation, "基础超群" Chinese translation, "基础超主群" Chinese translation, "基础沉淀" Chinese translation, "基础沉降;地基沉降" Chinese translation, "基础沉降速度" Chinese translation, "基础沉陷" Chinese translation, "基础成分" Chinese translation, "基础成型法" Chinese translation