| 复合地基最终沉降量计算方法研究 |
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| 引用本文： | 李舒瑶,王俊,丁继辉,宋素华.复合地基最终沉降量计算方法研究[J].河南大学学报(自然科学版),2007,37(1):95-98. |
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| 作者姓名： | 李舒瑶 王俊 丁继辉 宋素华 |
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| 作者单位： | 1. 黄河水利职业技术学院,河南,开封,475001
2. 河北大学,机械与建筑工程学院,河北,保定,071002 |
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| 摘 要： | 针对复合地基最终沉降量的四种计算方法,复合模量法,应力修正法,桩身压缩量法及沉降折减法,采用Visual Basic 6.0编制的计算程序,结合工程实例,对各种计算结果进行了分析和比较,研究了其各自的适用条件及关系,并得出了相关结论.
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| 关 键 词： | 复合地基 沉降量 数值分析 Visual Basic6.0 |
| 文章编号： | 1003-4978（2007）01-0095-04 |
| 修稿时间： | 2006-09-16 |
Study on Final Settlement Calculation Methods of the Composite Foundation |
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| LI Shu-yao,WANG Jun,DING Ji-hui,SONG Su-hua.Study on Final Settlement Calculation Methods of the Composite Foundation[J].Journal of Henan University(Natural Science),2007,37(1):95-98. |
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| Authors: | LI Shu-yao WANG Jun DING Ji-hui SONG Su-hua |
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| Abstract: | Four methods on composite foundation of the final settlement,such as compound modulus method,stress corrected method,pile body compress method,and settlement corrected method,are calculated and programmed by means of Visual Basic 6.0.All kinds of calculation results about engineering example are compared and analysed.The adaptative conditions and correlation between the methods are studied and relevant conclusions are given. |
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| Keywords: | composite ground settlement numerical analysis Visual Basic 6 0 |
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