In order to study the effect of elastic modulus e, to the safety factor and slip plane of slope, a numerical model is founded in plane strain mode for homogeneous soil slope.
The full curves of stress and strain at the key location of the beam are given, and the results are also compared with that of homogeneous materials.
研究中还给出了梁关键部位的应力应变全过程曲线，研究成果还与未考虑材料的非均质性的结果进行了比较。
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The results show that the homogeneous stress and strain profiles can be obtained by adjusting the distribution of hole for a given number of holes on the surface of the reinforcement.