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

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書目名稱Dynamics of Soil and Modelling of Geotechnical Problems讀者反饋學(xué)科排名

甜得發(fā)膩

課程

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

耕種

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

Scintigraphy

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

Peak-Bone-Mass

STERN

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

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