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某震后高边坡含砾粉质粘土强度的正交试验研究

Orthogonal experimental study on shear strength of gravel silty clay from a post-earthquake high slope

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【作者】 杨萍朱占元

【Author】 YANG Ping1,ZHU Zhanyuan2(1.Information and Engineering Technical College,Sichuan Agricultural University,Ya’an 625014,China; 2.Urban and Rural Construction College,Sichuan Agricultural University,Dujiangyan 611830,China)

【机构】 四川农业大学信息与工程技术学院四川农业大学城乡建设学院

【摘要】 以四川省平通镇牛斐村大咀山震后高边坡上含砾粉质粘土为研究对象,通过正交试验,研究含水量、干密度和粗粒含量3个因素对震后土体抗剪强度的影响。试验得出3个因素对震后含砾粉质粘土抗剪强度指标影响的主次顺序和各因素的显著性水平。且在此基础上提出了震后含砾粉质粘土抗剪强度指标的计算公式。这些将为震后土体强度参数研究积累基础资料,并为强降雨等不利条件下高边坡安全性评价提供参考。

【Abstract】 Based on orthogonal experiment of gravel silty clay from the high slope of Daju Mountain in Niufei Village,Pingtong Town,Sichuan Province after the 5·12 Wenchuan Earthquake,the influences of three factors,i.e.water content,dry density and coarse grains content,on shear strength were studied.By the experiment,important order and significance level of the three factors on shear strength indexes of gravel silty clay were obtained.Simultaneously the powerful functions were used to fit the relationships between shear strength indexes and the three influencing factors.The paper accumulates basic data for shear strength study of the post-earthquake soil and provides important references for safety evaluation of the post-earthquake high slopes under the harmful conditions,for example heavy rain and so on.

【基金】 四川省教育厅资助科研项目(No.09B044,08ZA065)
  • 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2012年04期
  • 【分类号】TU442
  • 【被引频次】2
  • 【下载频次】65
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