| 层状边坡失稳机制及其力学模型 |
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| 引用本文： | 申敏,王文星,刘花维.层状边坡失稳机制及其力学模型[J].山西建筑,2007,33(28):119-120. |
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| 作者姓名： | 申敏 王文星 刘花维 |
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| 作者单位： | 陕西省安全生产科学技术中心,陕西,西安,710006 |
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| 摘 要： | 探讨了层状边坡的失稳机制及其影响因素,利用横观各向同性模型对层状边坡进行描述,重点介绍了模型的实施过程,指出边坡稳定性是由岩体强度和结构面强度共同控制的,与实际相符,并对工程的安全生产具有重要意义.
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| 关 键 词： | 安全稳定 层状边坡 失稳机制 力学模型 |
| 文章编号： | 1009-6825（2007）28-0119-02 |
| 修稿时间： | 2007-06-07 |
Stability mechanism and mechanical model of stratified slope |
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| SHEN Min,WANG Wen-xing,LIU Hua-wei.Stability mechanism and mechanical model of stratified slope[J].Shanxi Architecture,2007,33(28):119-120. |
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| Authors: | SHEN Min WANG Wen-xing LIU Hua-wei |
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| Affiliation: | SHEN Min WANG Wen-xing LIU Hua-wei |
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| Abstract: | The stability mechanism and its influential factors are analyzed, the transversely isotropic model is chosen to describe the mechanical and deformation behavior, which emphasizes on the implementing procedure. This model believes that the stability is control by rock and structure plane, which has the significance for production safety of engineering. |
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| Keywords: | safety stability stratified slope stability mechanism mechanical model |
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