饱和多孔地基与矩形板动力相互作用的非轴对称混合边值问题$^{\bf 1)}$
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NON-AXISYMMETRIC MIXED BOUNDARY VALUE PROBLEM FOR DYNAMIC INTERACTION BETWEEN SATURATED POROUS FOUNDATION AND RECTANGULAR PLATE$^{\bf 1)}$
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图8. 模量比($E_{\rm s}/E_{\rm b})$对地基板挠度的影响 |
Fig. 8. Influence of modulus ratio on plate deflection |
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