| 无网格法在土质边坡稳定工程中的应用 |
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| 引用本文： | 丁冲,张士民.无网格法在土质边坡稳定工程中的应用[J].山西建筑,2011,37(8):77-79. |
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| 作者姓名： | 丁冲 张士民 |
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| 作者单位： | 山东富源勘察测绘设计有限公司,山东潍坊,261061 |
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| 摘 要： | 简要介绍了无网格法的特点和基本原理,着重阐述了无网格法的弹塑性理论,通过采用强度折减系数法对土质边坡在自重作用下的安全系数进行了研究,结果表明利用无网格方法求解工程中的土质边坡稳定问题是合理可行的。
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| 关 键 词： | 无网格法 土质边坡 安全系数 |
On application of element-free method in stability project of soil slope |
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| DING Chong,ZHANG Shi-min.On application of element-free method in stability project of soil slope[J].Shanxi Architecture,2011,37(8):77-79. |
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| Authors: | DING Chong ZHANG Shi-min |
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| Affiliation: | DING Chong ZHANG Shi-min |
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| Abstract: | The paper introduces the characteristics and the basic principle for the element-free method,illustrates the elastic-plastic theory of the element-free method,researches the safety coefficient of the soil slope with the gravity effect by adopting the strength reduction efficient method,and proves that it is reasonable to solve the stability of the soil slope by using the element-free method. |
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| Keywords: | element-free method soil slope safety coefficient |
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