| 基于坐标输入的电算化边坡稳定性分析 |
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| 引用本文： | 陈晓磊,孙树林,尚文涛,韩孝峰,程亚男.基于坐标输入的电算化边坡稳定性分析[J].河北工程大学学报,2013,30(4):54-57,65. |
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| 作者姓名： | 陈晓磊 孙树林 尚文涛 韩孝峰 程亚男 |
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| 作者单位： | 河海大学地球科学与工程学院,河海大学地球科学与工程学院,河海大学土木与交通学院,江苏省地质调查研究院,河海大学地球科学与工程学院,河海大学地球科学与工程学院 |
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| 摘 要： | GPS由于其精度高，可操作性强等诸多优点而被广泛应用于边坡稳定勘查中，但是其却不能直接运用GPS所测得的坐标，还需要进行转化才能应用于边坡稳定性分析中。该文章在瑞典条分法的基础上，考虑地震动作用的影响，采用Visual Basic 6.0进行程序设计，通过工程实例并对结果进行分析，表明采用该文章编制程序计算的结果与一般瑞典条分法所得结果相吻合，说明结果可靠。
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| 关 键 词： | 边坡 稳定分析 坐标 电算化 地震 |
| 收稿时间： | 3/6/2013 12:00:00 AM |
| 修稿时间： | 3/6/2013 12:00:00 AM |
The computerized program research on slope stability based on the coordinate input |
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| Authors: | CHEN Xiao-lei SUN Shu-lin SHANG Wen-tao HAN Xiao-feng and CHENG Ya-nan |
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| Affiliation: | Earth Science and Engineering,Hohai University;Earth Science and Engineering,Hohai University;Civil Engineering and Transportation,Hohai University;Earth Science and Engineering,Hohai University;Earth Science and Engineering,Hohai University |
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| Abstract: | GPS coordinates measured. It need to be transformated if it can be applied to slope stability analysis, and too many sub-section also makes the calculation process is more complicated. The article is based on the Swedish slice method, consider the impact of the motions, using Visual Basic 6.0 programming. The calculation program has a user-friendly, easy to operate, reliable performance, and straightforward .The article calculate an engineering example, and analyz the results. The analysis results show that the article preparation program is consistent with the results of the general Swedish slice method, indicating that the program has a certain reliability and practicality. |
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| Keywords: | slope stability analysis coordinate computerization earthquake |
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