Influence of Soil Parameters to Numerical Simulation Results of Double-Sided Upright Embankment Structure

机译：土性参数对双面直立路堤结构数值模拟结果的影响

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The purpose of this paper is to study the influence of soil parameter on numerical simulation results of double-sided upright embankment structure. For the main influencing factors to soil stress and reinforced bar stress are the parameters of filling soil, area of reinforced bar and that of foundation, the orthogonal experiment method and software Msc.Marc have been used to study the significances of those factors above mentioned. Thereafter a field experimental embankment has been simulated and the results have been compared with those of measured, and the reliability of them have been confirmed by this method.

机译：本文的目的是研究土壤参数对双面立式路堤结构数值模拟结果的影响。对于影响土应力和钢筋应力的主要因素是填土参数，钢筋面积和地基参数，采用正交试验方法和Msc.Marc软件研究了上述因素的意义。此后，对路堤进行了现场模拟，并将其结果与实测值进行了比较，并通过这种方法证实了其可靠性。

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来源
《Proceedings of 2009 international symposium on risk control and managment of design, construction and operation in underground engineering》|2009年|p.67-71|共5页
会议地点 Dalian(CN);Dalian(CN)
作者
ChenYueshun; Liu Li;
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作者单位

Civil engineering and building academy,Hubei university of technology,Wuhan,Hubei 430068 School of civil engineering,Wuhan university,Wuhan,Hubei 430070;

Hubei university of technology,Wuhan,Hubei 430068;

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正文语种 eng
中图分类财政、金融;
关键词
double-sided upright embankment; numerical simulation; soil parameter; analysis of significant;

机译：双面直立路堤；数值模拟；土性参数；显着性分析;

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1. Influence of Soil Parameters to Numerical Simulation Results of Double-Sided Upright Embankment Structure [J] . Yue-Shun Chen, Li Liu Advanced Science Letters . 2012,第Null期

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2. Numerical simulation of compaction parameters for sand-filled embankment using large thickness sand filling technique in Jianghan Plain district [J] . Wang Wentao, Tu Chongzhi, Luo Rong Frontiers of structural and civil engine . 2018,第4期

机译：江汉平原地区厚砂填筑路堤压实参数的数值模拟。
3. Numerical simulation of compaction parameters for sand-filled embankment using large thickness sand-filling technique in Jianghan Plain district [J] . Wentao WANG1, Chongzhi TU2, Rong LUO2 结构与土木工程前沿：英文版 . 2018,第004期

机译：江汉平原地区厚填砂填筑路堤压实参数的数值模拟。
4. Influence of Soil Parameters to Numerical Simulation Results of Double-Sided Upright Embankment Structure [C] . ChenYueshun, Liu Li International symposium on risk control and managment of design, construction and operation in underground engineering . 2009

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5. Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests [D] . Ramirez, Jenny 2019

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7. Numerical Simulation of Damage to Soil Embankments by Tsunami Overflow [O] . Hiroyuki FUJII, Nobuo SHUTO, Shintaro HOTTA, 2010

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8. Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters: Section IV. Volume 2. Embankment Soils Analysis by Hardin Model [R] . Davis, R. E. , Semans, F. M. , Spannagel, D. W. 1978

机译：具有不同的垫层和回填参数的结构板管的验证测试：第IV节。第2卷。用Hardin模型分析路堤土壤

Influence of Soil Parameters to Numerical Simulation Results of Double-Sided Upright Embankment Structure

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