CLOSURE TO "ANALYTICAL SOLUTION FOR PASSIVE EARTH PRESSURE OF c-Φ SOIL USING PRINCIPAL STRESS ROTATION ASSUMPTION".
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- Journal of GeoEngineering, 2021, v. 16, n. 2, p. 79, doi. 10.6310/jog.202106_16(2).5
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Works matching IS 19908326 AND DT 2021 AND VI 16 AND IP 2
Results: 5
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DISCUSSION OF "ANALYTICAL SOLUTION FOR PASSIVE EARTH PRESSURE OF c-Φ SOIL USING PRINCIPAL STRESS ROTATION ASSUMPTION".
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- Journal of GeoEngineering, 2021, v. 16, n. 2, p. 77, doi. 10.6310/jog.202106_16(2).4
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- Article
3
MODEL UNCERTAINTIES IN FOUNDATION DESIGN.
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- Journal of GeoEngineering, 2021, v. 16, n. 2, p. 75, doi. 10.6310/jog.202106_16(2).3
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- Article
4
PROJECT DEEPGEO--DATA-DRIVEN 3D SUBSURFACE MAPPING.
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- Journal of GeoEngineering, 2021, v. 16, n. 2, p. 61, doi. 10.6310/jog.202106_16(2).2
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- Article
5
AXIAL COMPONENT OF PLASTIC MODULUS OF SAND UNDER SLOW PERIODIC LOAD.
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- Journal of GeoEngineering, 2021, v. 16, n. 2, p. 47, doi. 10.6310/jog.202106_16(2).1
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- Article