1) process-softing model combined with hyperbola and two lines
双曲线与双折线结合的加工软化模型
2) bilinear hardening model
双折线硬化模型
1.
With tri linear softening model to pile side soil and bilinear hardening model to pile end soil, a set of analytical equations for variation of the axial force along depth and the pile top load settlement curve are established and influences of the pile side and pile end soil behaviour on the axial force and P 0 S 0 curve are discussed.
桩周土选用三折线软化模型 ,桩端土选用双折线硬化模型 ,在此基础上导出了桩身截面轴力随深度变化及桩顶荷载—沉降关系的解析算式 ,并由此分析了桩周土和桩底土性状对桩身截面轴力及 P0 - S0 关系曲线的影响。
4) hyperbola model
双曲线模型
1.
The hyperbola model for autogenous expansion volume deformation of MgO concrete;
MgO微膨胀混凝土自生体积变形的双曲线模型
2.
On the basis of load transferring function method and interaction of pile and soil,proper hyperbola model was established to reflect the load transferring condition of pile-body and pile-end,and the load-sedimentation analytical solution under the condition of single layer foundation was deduced,and then was applied to the multi-layer foundation.
以荷载传递函数法为基础,考虑桩土共同作用,建立了合适的双曲线模型来反映桩侧和桩端的荷载传递情况,推导了单层地基条件下的荷载-沉降解析解,进而将其应用于成层地基。
3.
It is supposed that the constitutive relation of soil is the hyperbola model.
假定土体本构关系满足双曲线模型,把利用该模型得出的孔隙比e和有效应力σ′的双曲线关系应用到一维单层均质地基固结理论的研究中,通过假定土体的初始有效应力沿深度均匀分布和渗透系数的降低与压缩系数的减小成正比,推导出任意荷载作用下一维非线性固结理论的方程。
5) hyperbolic model
双曲线模型
1.
Analysis on hyperbolic model and exponential model for post-construction settlement of soft soil;
软土工后沉降双曲线模型与指数曲线模型分析
2.
Based on the long-term monitoring data of post-construction settlement of the loess subgrade of the Lanzhou-Wuwei Line Ⅱ,the quasi consolidation model was set up and contrasted with other models such as the Poisson model,index model, logarithm model and hyperbolic model.
利用兰武二线黄土路基工后沉降的长期观测数据,提出一种新的分析预测模型——似固结模型,并与泊松模型、指数模型、对数模型、双曲线模型的预测结果进行对比分析。
3.
Based on the layered foundation and the hyperbolic model,using Mindlin s equation and pile-soil interaction principle,a load-transfer modified method is presented.
基于层状地基采用双曲线模型为荷载传递函数,提出了用Mindlin解和桩土共同作用的联合方法对荷载传递法的进行修正,并计算分析了单桩承载特性。
6) tri linear softening model
三折线软化模型
1.
With tri linear softening model to pile side soil and bilinear hardening model to pile end soil, a set of analytical equations for variation of the axial force along depth and the pile top load settlement curve are established and influences of the pile side and pile end soil behaviour on the axial force and P 0 S 0 curve are discussed.
桩周土选用三折线软化模型 ,桩端土选用双折线硬化模型 ,在此基础上导出了桩身截面轴力随深度变化及桩顶荷载—沉降关系的解析算式 ,并由此分析了桩周土和桩底土性状对桩身截面轴力及 P0 - S0 关系曲线的影响。
补充资料：加工软化
work-softening:指在先前加工形变的基础上继续加工时，流变强度降低的现象。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条