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Conformal Invariant Asymptotic Expansion Approach for Solving (3+1)-Dimensional JM Equation 被引量:1
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作者 LI Zhi-Fang RUAN Hang-Yu 《Communications in Theoretical Physics》 SCIE CAS CSCD 2006年第6期979-984,共6页
The (3+1)-dimensional Jimbo-Miwa (JM) equation is solved approximately by using the conformal invariant asymptotic expansion approach presented by Ruan. By solving the new (3+1)-dimensional integrable models, ... The (3+1)-dimensional Jimbo-Miwa (JM) equation is solved approximately by using the conformal invariant asymptotic expansion approach presented by Ruan. By solving the new (3+1)-dimensional integrable models, which are conformal invariant and possess Painlevé property, the approximate solutions are obtained for the JM equation, containing not only one-soliton solutions but also periodic solutions and multi-soliton solutions. Some approximate solutions happen to be exact and some approximate solutions can become exact by choosing relations between the parameters properly. 展开更多
关键词 3+1)-dimensional Jimbo-Miwa (JM) equation conformal invariant asymptotic expansion approach Painlevé property approximate and exact solutions
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Residual symmetry, CRE integrability and interaction solutions of two higher-dimensional shallow water wave equations
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作者 刘希忠 李界通 俞军 《Chinese Physics B》 SCIE EI CAS CSCD 2023年第11期313-319,共7页
Two(3+1)-dimensional shallow water wave equations are studied by using residual symmetry and the consistent Riccati expansion(CRE) method. Through localization of residual symmetries, symmetry reduction solutions of t... Two(3+1)-dimensional shallow water wave equations are studied by using residual symmetry and the consistent Riccati expansion(CRE) method. Through localization of residual symmetries, symmetry reduction solutions of the two equations are obtained. The CRE method is applied to the two equations to obtain new B?cklund transformations from which a type of interesting interaction solution between solitons and periodic waves is generated. 展开更多
关键词 (3+1)-dimensional shallow water wave equation residual symmetry consistent Riccati expansion
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广西典型膨胀土三向膨胀规律室内试验
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作者 谭波 李亚奇 《华侨大学学报(自然科学版)》 CAS 北大核心 2020年第3期323-330,共8页
采用自制的三向膨胀仪,以及与之相应的原状土取样器、重塑土制备器,以广西南宁、宁明4种典型膨胀土为研究对象,开展膨胀土三向膨胀率及膨胀力试验.试验结果表明:膨胀土三向吸水膨胀时程曲线分为快速、缓慢及趋于稳定3个阶段,并且3 h可... 采用自制的三向膨胀仪,以及与之相应的原状土取样器、重塑土制备器,以广西南宁、宁明4种典型膨胀土为研究对象,开展膨胀土三向膨胀率及膨胀力试验.试验结果表明:膨胀土三向吸水膨胀时程曲线分为快速、缓慢及趋于稳定3个阶段,并且3 h可完成膨胀的80%~90%;膨胀率及横向、竖向膨胀力存在明显差异,并随干密度增大而增大;在相同初始条件下,原状膨胀土与重塑膨胀土三向膨胀率存在明显差异,在相同初始水的质量分数条件下,竖向与横向膨胀力之比R 0随着干密度的增大而增大;试样吸水膨胀后水的质量分数均匀,试验方法可行,仪器测试数据可信. 展开更多
关键词 膨胀土 三向膨胀仪 膨胀率 膨胀力
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