| 滑坡(体)力学组合模式及稳定性地质评定 |
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| 引用本文： | 虞永林.滑坡(体)力学组合模式及稳定性地质评定[J].浙江国土资源,1994(1). |
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| 作者姓名： | 虞永林 |
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| 作者单位： | 温州市地震办公室!温州321005 |
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| 摘 要： | 对滑坡（体）力学组合模式研究表明，滑体是由2个应力调整单元和1个应力积累单元构成的应力组合模式以及根据滑体与滑坡残体的动力结构差异可以区分为截然有别的两类动力结构模式。对滑坡（体）形变阶段及前兆研究后，提出其稳定性地质评定的标志。
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| 关 键 词： | 滑坡（体） 力学组合模式 稳定性 地质评定 浙江温州 |
THE MECHAMICAL COMBINATION MODE OF LANDSLIP (MASS) AND THE CEOLOGICAL EVALUATION OF STABILITY |
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| Authors: | Yu Yonglin |
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| Abstract: | The study on the mechanical combination mode of landslip (mass)shows that the landslip mass is a stress combined mode, composed of two stress adjustment units and one stress ac cumulation unit.Depeding on the difference of dynamic structure between sliding mass and sliding re main,two different dynamic structural modes can be decided. Through studying the deforma tion stage and fore-warnings of the landslip (mass), the sign could be put forward for the geological evaluation of stability. |
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| Keywords: | landslip(mass) mechanical combination mode geological evaluation of stability Wenzhou Zhejiang |
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