JAR 发表于 2025-3-21 16:57:46

书目名称Dynamics of Soil and Modelling of Geotechnical Problems影响因子(影响力)<br>        http://figure.impactfactor.cn/if/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems影响因子(影响力)学科排名<br>        http://figure.impactfactor.cn/ifr/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems网络公开度<br>        http://figure.impactfactor.cn/at/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems网络公开度学科排名<br>        http://figure.impactfactor.cn/atr/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems被引频次<br>        http://figure.impactfactor.cn/tc/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems被引频次学科排名<br>        http://figure.impactfactor.cn/tcr/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems年度引用<br>        http://figure.impactfactor.cn/ii/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems年度引用学科排名<br>        http://figure.impactfactor.cn/iir/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems读者反馈<br>        http://figure.impactfactor.cn/5y/?ISSN=BK0284178<br><br>        <br><br>书目名称Dynamics of Soil and Modelling of Geotechnical Problems读者反馈学科排名<br>        http://figure.impactfactor.cn/5yr/?ISSN=BK0284178<br><br>        <br><br>

甜得发腻 发表于 2025-3-21 23:15:46

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课程 发表于 2025-3-22 02:51:21

Development of Equivalent Lattice Beam Model for Support System in Tunnels and Caverns Using FEM Ann, and freedom of structural shape in lattice structures offer many advantages to the creative designer. Although lattice girder truss elements can model such structures in any finite element package, an equivalent continuum approach is beneficial as in the input of the geometry is much simpler, the

耕种 发表于 2025-3-22 07:29:43

Earth Pressures of Soils Partially Replaced with Building Derived Materials for Narrow Backfill Conn hilly terrains. Conventional earth pressure theories such as Coulomb or Rankine’s theory assume that the backfill is sufficiently wide to allow full development of the failure plane. These theories tend to over-estimate the lateral earth pressures for narrow backfills. In the present study, a labo

BIBLE 发表于 2025-3-22 11:48:00

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Scintigraphy 发表于 2025-3-22 14:46:31

Prediction of Ultimate Bearing Capacity of Eccentrically Inclined Loaded Strip Footing Resting Overore time and money, computer science has developed a “Neural network technique” which is a mimic of the biological neural network like ANN, GRNN, PNN, etc., to attain results in less time with more accuracy. In this study, the ultimate bearing capacity of eccentrically inclined loaded strip footing

Scintigraphy 发表于 2025-3-22 17:53:57

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Peak-Bone-Mass 发表于 2025-3-23 00:26:01

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STERN 发表于 2025-3-23 02:48:59

Numerical Simulation of Field Vane Shear Test Using Finite Element Method,eld vane shear test. However, despite its common usage, the interpretation of the vane test has been quite often a controversial issue. Thus, this paper aims to analyze the effects of vane blade thickness and the conventional interpretation of determining shear strength from the vane shear test usin

做作 发表于 2025-3-23 06:35:50

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查看完整版本: Titlebook: Dynamics of Soil and Modelling of Geotechnical Problems; Proceedings of India C. N. V. Satyanarayana Reddy,A. Murali Krishna,Nee Conference