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NTIS 바로가기Computers and geotechnics, v.10 no.4, 1990년, pp.265 - 285
Nath, B.
What may be called a 'Continuum' method of finite element analysis is used in this paper to predict the behaviour of a pile during driving. In this both the pile and the soil are treated as two distinct parts of the same solid continuum, but with different properties. The behaviour of the soil mediu...
J. Soil Mech Found Div, ASCE Smith 86 SM4 35 1960 10.1061/JSFEAQ.0000281 Pile Driving Analysis by the Wave Equation
J. Soil Mech Found Div, ASCE Forehand 90 SM2 1 1964 Prediction of Pile Capacity by the Wave Equation
J. Soil Mech Found Div, ASCE Rausche 98 SM9 917 1972 10.1061/JSFEAQ.0001781 Soil Resistance Predictions from Pile Dynamics
Bowles 1974 Analytical and Computer Methods in Foundation Engineering
The Civil Engineer in South Africa Nath 47 1981 A Novel Type of Soil Anchor -- General Description and Comparison of Predicted Capacity with Test Results
Zienkiewicz 1977 The Finite Element Method
Int. J. Numer. Mthods Eng. Nath 15 361 1980 10.1002/nme.1620150306 The w-Plane Finite Element Method for the Solution of Scalar Field Equations in Two Dimensions
J. Strain Analysis Nath 16 No. 3 149 1981 10.1243/03093247V163149 A Novel Finite Element Method for Stress Analysis in Two Dimensions
Int. J. Numer. Anal. Methods Geomech. Nath 5 139 1981 10.1002/nag.1610050204 A Novel Finite Element Method for Seepage Analysis
Int. J. Numer. Methods Eng Nath 24 301 1987 10.1002/nme.1620240204 A Global Mapping Method for Improving the Performance of Quadratic Elements
Foundation Facts Moseley 3 No. 2 15 1967 Wave Equation Analysis
Int. J. Numer. Methods Eng Bettess 11 53 1977 10.1002/nme.1620110107 Infinite Elements
Sommerfeld 1949 Partial Differential Equations in Physics
Zienkiewicz 1977 Proc. 3rd Int Symp Computing Methods Appl Sci The Sommerfeld (radiation) Condition on Infinite Domains and its Modelling in Numerical Procedures
Desai 1972 Introduction to the Finite Element Method
Computers and Geotechnics Nath 7 255 1989 10.1016/0266-352X(89)90052-9 A Mapping Finite Element Method for the Analysis of Laterally Loaded Piles
Nath 205 1983 Frontiers in Hydrology A Mapping Finite Element Method for Seepage Analysis
J. Soil Mech Found Div, ASCE Coyle 92 SM2 1 1966 Load Transfer For Axially Loaded Piles in Clay
J. Soil Mech Found Div, ASCE Duncan 96 SM5 1629 1970 10.1061/JSFEAQ.0001458 Nonlinear Analysis of Stress and Strain in Soils
J. Soil Mech Found Div, ASCE Chang 96 SM5 1655 1970 10.1061/JSFEAQ.0001459 Analysis of Soil Movement Around a Deep Excavation
J. Soil Mech Found Div, ASCE Hardin 94 SM2 353 1968 10.1061/JSFEAQ.0001100 Vibration Modulus of Normally Consolidated Clays
J. Soil Mech Found Div, ASCE Hardin 95 SM6 1531 1969 10.1061/JSFEAQ.0001364 Closure to Vibration Modulus of Normally Consolidated Clays
U.S. Army Eng. Waterw. Expt. Stn. Contract Rep. No. 569-8 Kulhawy 1969 Finite Element Analyses of Stresses and Movements in Embankments During Construction
J. App. Mech. Caughey 27 1990 Classical Normal Modes in Damped, Linear Dynamic Systems
Bull. Seis. Soc. Amer. Schnabel 62 No. 6 1972 10.1785/BSSA0620061649 Modification of Seismograph Records for Effects of Local Soil Conditions
Newmark 1971 Fundamentals of Earthquake Engineering
Vaish 1973 Earthquake Analysis of Structure-Foundation Systems
J. Soil Mech Found Div, ASCE Goodman 94 SM3 637 1968 10.1061/JSFEAQ.0001133 A Model for the Mechanics of Jointed Rock
Geotechnique Zienkiewicz 18 56 1968 10.1680/geot.1968.18.1.56 Stress Analyses of Rock as a “No Tension” Material
Roesset 639 1977 Numerical Methods in Geotechnical Engineering Soil Amplification of Earthquakes
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