XIII Međunarodno naučno-stručno savetovanje Ocena stanja, održavanje i sanacija građevinskih objekata (str. 341-350)
АУТОР(И) / AUTHOR(S): Sead Abazi, Bojan Susinov,
Spasen Gjorgjevski, Zlatko Zafirovski, Bulent Suloodja
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DOI: 10.46793/SGISXIII.34SA
САЖЕТАК / ABSTRACT:
This paper describes the condition of retaining wall in highly urbanized area on potentially instable terrain after a deformation on the ground and wall occur. The reasons for this are defined by the geotechnical investigations. The solution for remediation itself is directly dependent on the shape of the existing wall. A new pile retaining wall was designed which meets all the necessary stability requirements from the geostatic analysis performed in Plaxis and Tower. A complex analysis during the design is performed which address not only the permanent loads, but also the ground – construction interaction. Engineers need to think broadly taking into account the possibility of the initial ground stress condition distortion in the close environment, because nowadays the phenomenon of building on instable location becoming more and more present..
КЉУЧНЕ РЕЧИ / KEYWORDS:
retaining wall, remediation, interaction, overall stability.
ЛИТЕРАТУРА / REFERENCES:
- Elaborat od izvršenite geotehnički istražuvanja i ispituvanja za sanacija na potporen ѕid vo Skopje. Geohidrokonsalting.
- Osnoven proekt za sanacija na potporna konstrukcija Skopje. Gradežen fakultet – Skopje. 2014.