| 岩土地质抗浮锚杆数值模拟分析 |
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| 引用本文： | 袁鹏博,张同波,于德湖. 岩土地质抗浮锚杆数值模拟分析[J]. 青岛理工大学学报, 2014, 0(1): 111-116 |
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| 作者姓名： | 袁鹏博 张同波 于德湖 |
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| 作者单位： | [1]青岛理工大学土木工程学院,青岛266033 [2]青建集团股份公司,青岛266071 |
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| 摘 要： | 结合青岛市王家下河社区安置项目,采用ANSYS有限元软件对岩土地质条件下抗浮锚杆的受力机理进行了分析,并证明在风化岩层上覆薄弱土层的地基条件下,上部土层的锚杆抗拔力设计值为通常情况下锚杆抗拔力设计值的42.9%.
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| 关 键 词： | 地基基础 有限元 岩土地质 抗拔力 |
Numerical simulation analysis of anti-floating anchor in geotechnical ground |
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| YUAN Peng-bo;ZHANG Tong-bo;YU De-hu. Numerical simulation analysis of anti-floating anchor in geotechnical ground[J]. Journal of Qingdao Technological University, 2014, 0(1): 111-116 |
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| Authors: | YUAN Peng-bo ZHANG Tong-bo YU De-hu |
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| Affiliation: | YUAN Peng-bo;ZHANG Tong-bo;YU De-hu;School of Civil Engineering,Qingdao Technological University;Qingjian Group Co.,Ltd.; |
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| Abstract: | With consideration of the community arrangement project of Wangjiaxiahe in Qingdao,the paper gives an analysis of anti-floating anchor＇s stress mechanism in geotechnical ground with ANSYS.It is proved that when there is weak soil on the weathered rock,we should make a reduction of the weak soil layer anchor pullout resistance value in the upper, the value of reduction should be taken as 42.9%. |
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| Keywords: | basic foundation finite element geotechnical ground pull-out force |
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