THE BEHAVIOR OF THE CLAY SHALE STABILIZED BY DRY AND WET CEMENT MIXING METHOD.
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- Journal of GeoEngineering, 2021, v. 16, n. 3, p. 81, doi. 10.6310/jog.202109_16(3).1
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- Article
Works matching IS 19908326 AND DT 2021 AND VI 16 AND IP 3
Results: 4
1
2
FINITE ELEMENT ANALYSES OF GEOSYNTHETIC-REINFORCED SOIL GROUND UNDER SURCHARGE AND PROBABILISTIC ESTIMATION OF THE BEARING CAPACITY.
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- Journal of GeoEngineering, 2021, v. 16, n. 3, p. 99, doi. 10.6310/jog.202109_16(3).3
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- Article
3
IMPROVING THE STRENGTH OF SAND BY MICCP PROCESS USING SEASHELL.
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- Journal of GeoEngineering, 2021, v. 16, n. 3, p. 91, doi. 10.6310/jog.202109_16(3).2
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- Article
4
NUMERICAL SIMULATION ON DYNAMIC DEFORMATION CHARACTERISTICS OF LIGHT WEIGHT SOIL WITH DIFFERENT EPS PARTICLE SIZES BY DISCRETE ELEMENT METHOD.
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- Journal of GeoEngineering, 2021, v. 16, n. 3, p. 111, doi. 10.6310/jog.202109_16(3).4
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- Article