1) Coulomb type potential
Coulomb型势
2) symmetric Coulomb type potential
Coulomb型对称势
3) screened coulomb potential
Screened Coulomb势
4) one-dimensional Coulomb field
一维Coulomb势
5) Double ring-shaped Coulomb potential
双环形Coulomb势
6) Mohr-Coulomb model
Mohr-Coulomb模型
1.
In this paper,the extended Drucker-Prager model and Mohr-Coulomb model have been adopted as the elasto-plastic constitutive models of the soil and the master-slave contact surface model for the pile-soil contact surface.
土的弹塑性本构模型分别采用扩展Drucker-Prager模型和Mohr-Coulomb模型,桩-土接触面采用主从接触面模型,利用ABAQUS软件,对两根大直径桩的静载荷试桩结果进行了三维有限元数值模拟,结果表明:当土的内摩擦角Φ≤22°时,采用扩展Drucker-Prager模型较Mohr-Coulomb模型更好地模拟出大直径单桩竖向荷载作用下的荷载-沉降关系曲线;但当Φ>22°时,Mohr-Coulomb模型也能很好地模拟出大直径单桩的荷载-沉降关系曲线。
2.
In this paper, the nonlinear model had been set up by means of finite element analysis software ABAQUS , the Mohr-Coulomb model and surface-to-surface contact were adopted to simulate the characters of soil and the interaction of pile and soil respectively, and the bearing behavior of uplift group piles had been analyzed.
本文采用ABAQUS有限元软件建立桩—土非线性有限元模型,对土体采用Mohr-Coulomb模型,桩—土界面处设置面—面接触,对抗拔群桩的承载性状进行分析。
补充资料：村村势势
1.犹言土头土脑。
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