The two dimensional formulas of viscouselastic BIOT's consolidation FEM based on MERCHANT's model are presented to calculate settlement of saturated soft clay ground.
基于MERCHANT粘弹性模型，建立软土地基沉降二维粘弹性BIOT固结有限元计算公式；
2
The salt formation is regarded as Maxwell model, and a viscouselastic mechanical model for plane strain features is established.
将盐层作为马克斯威尔体，建立了平面应变问题的粘弹性体力学模型。
3
The equivalent viscous-elasticmodel was used to calculate and analyze 2d seismic responses of the Mengyejiang Concrete Faced Rockfill Dam under the conditions of earthquake peak acceleration of 0.