EXACT STIFFNESS METHOD FOR MULTI-LAYERED SATURATED SOILS UNDER MOVING DYNAMIC LOADS.
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- Journal of GeoEngineering, 2020, v. 15, n. 3, p. 159, doi. 10.6310/jog.202009_15(3).5
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Works matching IS 19908326 AND DT 2020 AND VI 15 AND IP 3
Results: 5
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MODELING ROCK BOLT REINFORCEMENT BY USING THE PARTICULATE INTERFACE MODEL OF DEM.
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- Journal of GeoEngineering, 2020, v. 15, n. 3, p. 123, doi. 10.6310/jog.202009_15(3).2
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- Article
3
BEHAVIOR OF UNSATURATED SAND-SILT MIXTURE THROUGH EQUIVALENT INTERGRANULAR VOID RATIO CONCEPT.
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- Journal of GeoEngineering, 2020, v. 15, n. 3, p. 109, doi. 10.6310/jog.202009_15(3).1
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- Article
4
DEVELOPMENT OF CORRELATIONS BETWEEN SHEAR WAVE VELOCITY AND SPT-N FOR VADODARA REGION, GUJARAT, INDIA.
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- Journal of GeoEngineering, 2020, v. 15, n. 3, p. 145, doi. 10.6310/jog.202009_15(3).4
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- Article
5
RELATIONSHIP BETWEEN LIQUEFACTION POTENTIAL INDEX AND LIQUEFACTION PROBABILITY.
- Published in:
- Journal of GeoEngineering, 2020, v. 15, n. 3, p. 135, doi. 10.6310/jog.202009_15(3).3
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- Article