Works matching IS 19908326 AND DT 2018 AND VI 13 AND IP 3
Results: 6
NUMERICAL MODELLING OF RAILWAY EMBANKMENTS FOR HIGH-SPEED TRAIN CONSTRUCTED ON SOFT SOIL.
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- Journal of GeoEngineering, 2018, v. 13, n. 3, p. 149, doi. 10.6310/jog.201809_13(3).6
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- Article
FINITE DIFFERENCE ANALYSIS OF VERTICALLY LOADED RAFT FOUNDATION BASED ON THE PLATE THEORY WITH BOUNDARY CONCERN.
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- Journal of GeoEngineering, 2018, v. 13, n. 3, p. 135, doi. 10.6310/jog.201809_13(3).5
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- Article
EVALUATING DEGREE OF COMPACTION OF LEVEES USING CONE PENETRATION TESTING.
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- Journal of GeoEngineering, 2018, v. 13, n. 3, p. 121, doi. 10.6310/jog.201809_13(3).4
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- Article
UPPER BOUND ANALYSES OF PULLOUT CAPACITY OF STRIP ANCHORS IN UNDRAINED SLOPING CLAYEY GROUND.
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- Journal of GeoEngineering, 2018, v. 13, n. 3, p. 115, doi. 10.6310/jog.201809_13(3).3
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- Article
WHAT DOES THE SOIL PARAMETER ESTIMATED FROM A TRANSFORMATION MODEL REALLY MEAN?
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- Journal of GeoEngineering, 2018, v. 13, n. 3, p. 105, doi. 10.6310/jog.201809_13(3).2
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- Article
COUPLED GEOTECHNICAL-HYDROLOGICAL DESIGN OF SHALLOW FOUNDATION CONSIDERING SITE SPECIFIC DATA -- THEORETICAL FRAMEWORK AND APPLICATION.
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- Journal of GeoEngineering, 2018, v. 13, n. 3, p. 93, doi. 10.6310/jog.201809_13(3).1
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- Article