Effect of Earthquake Induced Lateral Soil Movement on Pile Behavior.
- Published in:
- International Journal of Geotechnical Earthquake Engineering, 2011, v. 2, n. 2, p. 71, doi. 10.4018/jgee.2011070106
- By:
- Publication type:
- Article
Works matching IS 19478488 AND DT 2011 AND VI 2 AND IP 2
Results: 6
1
2
Effect of Non-Plastic Fines on Liquefaction Resistance and Pore Pressure Behavior of Fine Sand.
- Published in:
- International Journal of Geotechnical Earthquake Engineering, 2011, v. 2, n. 2, p. 57, doi. 10.4018/jgee.2011070105
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- Publication type:
- Article
3
Non-Axisymmetric Dynamic Response of Imperfectly Bonded Buried Orthotropic Thin Empty Cylindrical Shell Due to Incident Shear Wave (SH Wave).
- Published in:
- International Journal of Geotechnical Earthquake Engineering, 2011, v. 2, n. 2, p. 40, doi. 10.4018/jgee.2011070104
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- Publication type:
- Article
4
Lateral Displacement of Liquefaction Induced Ground Using Least Square Support Vector Machine.
- Published in:
- International Journal of Geotechnical Earthquake Engineering, 2011, v. 2, n. 2, p. 29, doi. 10.4018/jgee.2011070103
- By:
- Publication type:
- Article
5
Dynamic Properties of Sandy Soils at Large Shear Strains with Special Reference to the Influence of Non-Plastic Fines.
- Published in:
- International Journal of Geotechnical Earthquake Engineering, 2011, v. 2, n. 2, p. 16, doi. 10.4018/jgee.2011070102
- By:
- Publication type:
- Article
6
Pseudo-Dynamic Evolution of Seismic Passive Earth Force and Pressure Behind Retaining Wall.
- Published in:
- International Journal of Geotechnical Earthquake Engineering, 2011, v. 2, n. 2, p. 1, doi. 10.4018/jgee.2011070101
- By:
- Publication type:
- Article