MODELING OF SETTLEMENT AND BEARING CAPACITY OF SHALLOW FOUNDATIONS IN OVERCONSOLIDATED CLAYS.
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- Journal of GeoEngineering, 2022, v. 17, n. 1, p. 1, doi. 10.6310/jog.202203_17(1).1
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- Publication type:
- Article
Works matching IS 19908326 AND DT 2022 AND VI 17 AND IP 1
Results: 5
1
2
STABILITY ANALYSIS METHOD OF SCATTERED-SHAPE UNSTABLE ROCK MASS.
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- Journal of GeoEngineering, 2022, v. 17, n. 1, p. 11, doi. 10.6310/jog.202203_17(1).2
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- Article
3
UPLIFT CAPACITY OF A WELL-INSTRUMENTED HAND-DUG CAISSON IN TAICHUNG GRAVEL.
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- Journal of GeoEngineering, 2022, v. 17, n. 1, p. 47, doi. 10.6310/jog.202203_17(1).5
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- Publication type:
- Article
4
FAILURE MODES OF CIRCULAR TUNNELS IN A TRANSVERSELY ISOTROPIC ROCK MASS.
- Published in:
- Journal of GeoEngineering, 2022, v. 17, n. 1, p. 33, doi. 10.6310/jog.202203_17(1).4
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- Article
5
A COMPARATIVE REVIEW ON LIQUEFACTION POTENTIAL OF KATHMANDU LACUSTRINE DEPOSITS BASED ON THE PREDICTED LIQUEFACTION SITES AND LOCATIONS OBSERVED DURING THE 2015 GORKHA EARTHQUAKE.
- Published in:
- Journal of GeoEngineering, 2022, v. 17, n. 1, p. 23, doi. 10.6310/jog.202203_17(1).3
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- Publication type:
- Article