pile capacity造句

• Fuzzy - random hyperbola determinate method of the sangle pile capacity
  确定单桩承载力的模糊随机双曲线方法
• Method to evaluate pile capacity precisely by using the coefficient of cleaning slime and coefficient of construction process and by controlling the total duration of construction is proposed herein after analyzing the influences of slime at pile bottom , thickness of mudcake by the side of pile , shape of hole wall , time of construction and construction process on the bearing capacity of large diameter cast - in - place pile
  本文通过分析桩底沉渣、桩侧泥皮厚度、孔壁形状、成桩时间及施工工艺等对大口径灌注桩承载力的影响，提出了在桩承载力计算中引入清底系数及成桩工艺系数，并控制成桩总时间以较准确地评价单桩承载力的方法。
• In addition , the computer method is proposed to get the stochastic pile capacity and the random optimum analysis is done in virtue of the genetic algorithm which can easily think over the influence of the randomness of pile capacity on the internal force of capping beam based on the thorough analysis about the primary factors influencing the randomness of pile capacity . an optimization program is worked out for the analysis which can consider the pile - soil - cap interaction and the non - linear character of the foundation soil
  此外，本文对影响基桩承载力差异性的主要因素进行了深入分析，提出了基桩承载力随机生成的计算机方法，并采用遗传算法对承台梁内力进行随机优化分析，可方便地考虑基桩承载力随机性对承台梁内力的影响，并开发出能考虑桩?土?承台共同工作及地基土非线性特性的桩基承台梁内力优化分析程序。
• Abstract : compared with soil destroyed pattern of vertical force and its controlled factor of bearing capacity , it is concluded that pile capacity and its tip resistence have some difference when soil with the same physical mecanic property is used as natural foundation and pile tip resistent layer . whereas the middle weathering rod stratum hasn ' t this property , that is to say it has the same bearing capacity and pile tip resistence
  文摘:通过竖向荷载下土(岩)体的破坏模式及其承载能力控制因素的比较，论述了物理力学性能相同的土层作为浅基础的天然地基与桩端持力层时，承载力值与桩端阻力值应存在一定的差异；而中(微)风化程度的同一岩层作为天然地基与桩端持力层时，不具有这方面的差异性，承载力值与桩端阻力值应该相等。
• But this method could n ' t reflect the influence of the variance of pile capacity on capping beam internal force and the partaking of soil to the load . combined with the item " the optimal design theory and research of pile capping beam " financed by natural science fund of hunan province , a new method which can consider the pile - soil interaction and tide over the disfigurement of the winkler soil model is used to adjust the foundation base reactions in this paper . by this method , the proper solution about the internal force of capping beam can be achieved and the relative stiffness and the relative position of soil spring are thought out well
  本文结合湖南省自然科学基金项目“桩基承台梁优化设计理论与方法研究” ，考虑梁下土体和基桩对承台梁的共同作用，提出了能对梁下地基反力进行自动调整的一种新型方法，其克服了文克尔地基模型所存在的缺陷，该法在调整过程中，充分考虑了梁下各土体弹簧之间的相对刚度，相对位置，更接近承台梁的实际工作情况，有利于获得承台梁内力的正确解答。
• Hi addition , with regard to the computation of the maximum / minimum moment , shear force , settlement and foundation reaction of pile capping beam , the randomness of both pile capacity and foundation modulus are statistically analyzed in virtue of the method ? monte carlo . accordingly , the random probability analysis of the internal force of pile capping beam can be achieved
  并通过蒙特卡洛( montecarlo )法对基桩承载力、土体基床系数的随机性进行统计分析，获得了承台梁弯矩、剪力、沉降以及基底反力的最大(小)值，从而实现了桩基承台梁内力计算的随机概率分析。