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A New Inversion Method of Sedimentary Strata For Deriving Double Parameters and Its Applications 被引量:1
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作者 GUO Hua, LIU Cai, LI Yue and YANG Baojun(College of Geo-exploration Science and Technology, Jilin University, Changchun 130026, P. R. China) 《Global Geology》 2002年第1期79-88,共10页
The inverse problem of wave equation is the importance of study not only in seismic prospecting but also in applied mathematics. With the development of the research, the inverse methods of 1 - D wave equations have b... The inverse problem of wave equation is the importance of study not only in seismic prospecting but also in applied mathematics. With the development of the research, the inverse methods of 1 - D wave equations have been trending towards the multiple parameters inversion . We have obtained an inverse method with double -parameter, in which medium density and wave velocity can be derived simultaneously. In this paper, to increase the inverse accuracy, the method is improved as follows. Firstly, the formula in which the Green Function is omitted are derived and used. Secondly, the regularizing method is reasonable used by choosing the stable function. With the new method, we may derive elastic parameter and medium density or medium density and wave velocity. Thus, lithology parameters for seismic prospecting may be obtained.After comparing the derived values from the new method with that from previous method, we obtain the new method through which substantially improve the derived accuracy . The new method has been applied to real depths inversion for sedimentary strata and volcanic rock strata in Chaoyanggou Terrace of Songliao Basin in eastern China. According to the inverse results,the gas - bearing beds are determlned. 展开更多
关键词 SEDIMENTARY strata double - parameter inversion Green function Regularization method FREDHOLM integral equation of the first kind VOLCANIC rock STRATA
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双强度折减法在加筋土边坡稳定分析应用的研究 被引量:5
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作者 唐晓松 郑颖人 王永甫 《公路交通技术》 2018年第3期14-17,共4页
有限元强度折减法在加筋土边坡的稳定分析中被广泛应用,但因加筋材料和土体是2种性质迥异的材料,因此针对土体强度和加筋材料界面强度采用相同的强度折减系数是否合理值得进一步研究。通过建立加筋材料(土工格栅)界面直剪摩擦特性的三... 有限元强度折减法在加筋土边坡的稳定分析中被广泛应用,但因加筋材料和土体是2种性质迥异的材料,因此针对土体强度和加筋材料界面强度采用相同的强度折减系数是否合理值得进一步研究。通过建立加筋材料(土工格栅)界面直剪摩擦特性的三维数值模型,研究了土体强度和土工格栅界面强度的折减规律。结果表明,强度折减过程中土体强度和土工格栅界面强度的折减系数并不一致。为此,提出了土工格栅加筋土边坡稳定分析的双强度折减法,该方法能充分体现土工格栅的加筋作用,使稳定分析结果更合理。 展开更多
关键词 加筋土边坡 稳定分析 双强度折减法 界面强度
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