地基主

以四单元模型为基础，通过Laplace变换推导出砂井地基主固结度和次固结度粘弹性解。

The visco-elastic equations of the degrees of primary consolidation & secondary consolidation of saturated soft clay are developed by Laplace transformations based on four-element model .

砂井地基主、次固结度粘弹性分析

Visco-Elastic Analysis of the Degrees of Primary Consolidation & Secondary Consolidation of Sand-Drained Foundation

温度场中矩形地基薄板主共振系统稳定性正交各向异性叠层板的非线性主共振分析

Dynamical Stability of Primary Resonance System of a Thin Rectangular Plate on Nonlinear Foundation in Temperature Field

三峡库区斜坡节理岩体地基与主拱台共同作用的三维数值分析

3D numerical analysis on combined action of arch abutment and slope ground with joints in Three Gorges Reservoir Area

结构-地基相互作用系统主共振及分叉研究

Study on Primary Resonance and Bifurcation of Structure-Foundation Interaction System