| SETTLEMENT ANALYSIS OF GRANULAR FILL ON SOFT SOIL UNDER CIRCULAR LOAD |
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| 作者姓名： | 梁旭 吴伟丰 蔡袁强 潘晓东 |
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| 作者单位： | \{\}\ 1 Geotechnical Engineering Research Institute，Dept. of Civil Engineering，\{\}\ 2 Office of Construction，Zhejiang University，Hangzhou 310027，China |
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| 摘 要： | ＩＮＴＲＯＤＵＣＴＩＯＮＳｏｆｔｓｏｉｌｉｓｗｉｄｅｌｙｄｉｓｔｒｉｂｕｔｅｄｏｖｅｒｃｏａｓｔａｌａｎｄｒｉｖｅｒｓｉｄｅｒｅｇｉｏｎｓ ,ｗｈｅｒｅｂｅｃａｕｓｅｏｆｔｈｅｉｒｓｐｅｃｉａｌｌｏｃａｔｉｏｎｓ,ｏｉｌ ｔａｎｋｓａｒｅｏｆｔｅｎｃｏｎｓｔｒｕｃｔ ｅｄ .Ｌａｒｇｅｏｉｌ ｔａｎｋｓｗｉｔｈｈｅａｖｙｌｏａｄａｒｅｓｅｎｓｉｔｉｖｅｔｏｄｉｆｆｅｒｅｎｔｉａｌｓｅｔｔｌｅｍｅｎｔ.Ｅｎｇｉｎｅｅｒｓａｒｅｕｓｕａｌｌｙｍｏｒｅｃｏｎｃｅｒｎｅｄｗｉｔｈｔｈｅｄｉｆｆｅｒｅｎｔｉａｌｓ…
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SETTLEMENT ANALYSIS OF GRANULAR FILL ON SOFT SOIL UNDER CIRCULAR LOAD |
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| LIANG Xu \ ,WU Wei-feng\ ,CAI Yuan-qiang\ ,PAN Xiao-dong.SETTLEMENT ANALYSIS OF GRANULAR FILL ON SOFT SOIL UNDER CIRCULAR LOAD[J].Journal of Zhejiang University Science,2001(2). |
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| Authors: | LIANG Xu \ WU Wei-feng\ CAI Yuan-qiang\ PAN Xiao-dong |
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| Institution: | LIANG Xu \ 1,WU Wei-feng\ 2,CAI Yuan-qiang\ 1,PAN Xiao-dong |
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| Abstract: | This paper presents a theoretical model and new idea for designing granular fill oil-tanks foundation. The finite difference method was used to analyze the influence of the oil-tanks radius, the modulus, and thickness of the granular fill on the maximum and differential settlement of a granular fill foundation of oil-tanks. Comparison of the modelled results with those of traditional method and observation showed that the new method could be used efficiently in practice. |
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| Keywords: | circular load granular fill shear layer maximum settlement differential settlement |
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