ASSESSMENT OF SHEAR STRENGTH PARAMETERS OF SOIL FROM LOAD MICROPILE TESTS.
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- Acta Polytechnica CTU Proceedings, 2022, v. 32, p. 42, doi. 10.14311/APP.2022.32.0042
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- Publication type:
- Article
Works matching IS 23365382 AND DT 2022 AND VI 32
Results: 8
1
2
THE IMPORTANCE OF A COMBINED 3D MODEL OF GROUND AND GEOTECHNICAL STRUCTURE.
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- Acta Polytechnica CTU Proceedings, 2022, v. 32, p. 37, doi. 10.14311/APP.2022.32.0037
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- Publication type:
- Article
3
VERIFICATION OF THE BEARING CAPACITY OF PILES.
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- Acta Polytechnica CTU Proceedings, 2022, v. 32, p. 32, doi. 10.14311/APP.2022.32.0032
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- Publication type:
- Article
4
REMEDIATION OF A RAILWAY EMBANKMENT USING GEOCELLS AND DEEP SOIL MIXING - A NUMERICAL ANALYSIS.
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- Acta Polytechnica CTU Proceedings, 2022, v. 32, p. 25, doi. 10.14311/APP.2022.32.0025
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- Publication type:
- Article
5
THE BÍLINA TUNNEL - SELECTED GEOTECHNICAL ASPECTS OF A PROPOSED UNDERGROUND STRUCTURE.
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- Acta Polytechnica CTU Proceedings, 2022, v. 32, p. 21, doi. 10.14311/APP.2022.32.0021
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- Publication type:
- Article
6
CALCULATION OF SEISMICALLY LOADED EARTH RETAINING STRUCTURES.
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- Acta Polytechnica CTU Proceedings, 2022, v. 32, p. 15, doi. 10.14311/APP.2022.32.0015
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- Publication type:
- Article
7
CONSIDERATIONS FOR BRITTLENESS IN TAILINGS.
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- Acta Polytechnica CTU Proceedings, 2022, v. 32, p. 7, doi. 10.14311/APP.2022.32.0007
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- Publication type:
- Article
8
INFLUENCE OF NEW CONSTRUCTION PROJECTS ON VINOHRADY TUNNELS.
- Published in:
- Acta Polytechnica CTU Proceedings, 2022, v. 32, p. 1, doi. 10.14311/APP.2022.32.0001
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- Publication type:
- Article