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- E-B模型E-B model
- D-B模型D-B model
- 邓肯-张E-B模型参数对软土路堤沉降计算结果的影响EFFECTS OF THE DUNCAN- CHANG E-B MODEL PARAMETERS ON NUMERICAL RESULTS OF SETTLEMENT OF THE SOFT EMBANKMENT
- K-B模型Keidar-Boyd model
- E-B模型参数E-B model parameters
- B／S／DB/S/D
- 邓肯E-B模型Ducan E-B model
- B-D测试Bowie-Dick test
- 轻质AGARD-B模型lightweight AGARD-B model
- 广义B-D逆generalized B-D inverse
- 邓肯-张E-B模型参数对高面板坝应力变形的影响Effect of Duncan-Chang E-B Model Parameters on Stress and Deformation of High CFRD Dam
- B 减C 等于D。B minus C leaves D.
- b 错写成 d 了。The 'b' had been wrongly written as a 'd'.
- 综述了目前常用的土体本构模型，着重介绍了邓肯E-B模型和剑桥模型。The analysis modes used by now are summarized, and the Duncan E-B model and the Cambridge model are introduced particularly.
- B／W／D结构B/W/D ( Browser/Web Server/Database) Structure
- d-q模型d-q model
- D-B-B承发包D - B - B delivery model
- 讨论了土体采用邓肯E-B模型和理想弹塑性的广义米塞斯模型时,强度折减有限元法分析土坡稳定的适应性.The Duncan E - B model and the generalized Mises model as the ideal elastic - plasticity model are adopted, and the applicability that the soil constitutive relation for slope stability estimation by FEM with shear strength reduction will be discussed.
- D-B总承包模式design-build delivery systems
- R-D模型Range-Doppler model
