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典型红层软岩软弱夹层剪切蠕变性质研究

RESEARCH ON SHEAR CREEP PROPERTY OF TYPICAL WEAK INTERCALATION IN REDBED SOFT ROCK

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【作者】 程强周德培封志军

【Author】 CHENG Qiang1,ZHOU Depei 2,FENG Zhijun 2 (1.Sichuan Provincial Highway Planning,Survey,Design and Research Institute,Chengdu,Sichuan 610041,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China)

【机构】 四川省交通厅公路规划勘察设计研究院西南交通大学土木工程学院

【摘要】 红层软岩边坡岩体中软弱夹层发育且具有蠕变性,很多边坡岩体的失稳破坏都是沿软弱结构面的滑移失稳,软弱夹层剪切强度参数的选取是边坡工程勘察中的关键问题。通过2个典型红层软岩边坡工点软弱夹层样品室内剪切蠕变试验研究,表明红层软岩软弱夹层具有显著的蠕变特性,在边坡剪切强度参数选取中应考虑软弱夹层蠕变的影响。通过软弱夹层长期强度与短期强度试验资料分析,建议软弱夹层长期剪切强度可取短期剪切强度的75%。

【Abstract】 Weak intercalation in redbed soft rock has the property of creep.Most of slope rock masses destabilize along the weak intercalation.So the selection of shear strength parameters is a key problem in the survey of slope. The shear creep experiments on samples with weak intercalation collected from two typical redbed soft rock slopes are performed.The results show that the soft intercalation is very significant in creep,which should be considered in the shear strength parameters.According to the analysis of long-and short-term shear strengths,it is suggested that the long-term shear strength is about 75%of short-term one.

【基金】 交通部西部交通建设科技项目(200231800026)
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2009年S1期
  • 【分类号】TU457
  • 【被引频次】118
  • 【下载频次】1574
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