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KEY ROLE OF FOSSIL SEAWATER IN NEOGENE SEDIMENTARY ROCKS FOR LANDSLIDE OCCURRENCES IN THE NORTHERN PART OF CENTRAL JAPAN


SITE SELECTION FOR ENGINEERING STRUCTURES AND EARTHQUAKE


GEOTECHICAL ASPECTS OF THE 2020 YEAR MW6.4 PETRINJA EARTHQUAKE AND SOME REMEDIATION WORKS


PROTECTION OF THE FOUNDATION PIT AT „S2“ PILLAR LOCATON DURING THE CONSTRUCTION OF THE POCITELJ BRIDGE


COMPREHENSIVE CONTROL MEASURES IN THE VERY LARGE TAKISAKA LANDSLIDE AREA IN JAPAN


APPLICATION OF SWMM APPLICATION SOFTWARE FOR URBAN STORMWATER MANAGEMENT


LITHOLOGICAL COMPOSITION AND GEOTECHNICAL SOIL PARAMETERS OF PETRINJA TOWN HISTORICAL CENTER


EXECUTION OF VARIOUS GEOTECHNICAL WORKS FOR CHALLENGING PROJECTS IN SWEDEN AND SLOVENIA


METHODOLOGICAL APPROACHES IN LANDSLIDE SUSCEPTIBILITY AND HAZARD ASSESSMENTS


ENGINEERING GEOLOGICAL INVESTIGATION AND REMEDIATION OF CAVERNS AT THE LOCATIONS OF THE WIND FARM PODVELEŽJE 1


METHODOLOGICAL APPROACH TO STUDYING THE CAUSES AND MECHANISM OF ACTIVATION OF THE OGORELICA LANDSLIDE IN THE TEOČAK MUNICIPALITY (BOSNIA AND HERZEGOVINA)


ENGINEERING-GEOLOGY CONCEPT OF URBANIZATION OF THE WIDER AREA OF SREBRENIK


ONE EXAMPLE OF USE OF ACTIVE GEOCOMPOSITES FOR SITE REMEDIATION


GEOSYNTHETIC DEWATERING TUBES - BASIC WORKING PRINCIPLES AND USE FOR FLY ASH DISPOSAL VOLUME INCREASE


INTEGRATED APPROACH IN ROCKFALL RISK ANALYSES


THE TIMBER ROOF STRUCTURE OF THE CHURCH CENTRAL NAVE IN NIKSIC


APPLICATION OF CONTROLLED BLASTING IN THE EXCAVATION OF THE ENTRANCE PORTAL OF THE RIGHT TUNNEL TUBE OF THE


THE EARTHQUAKE IN STOLAC APRIL 2022., CAUSE, PREVENTION AND CONSEQUENCE


RESEARCH AND REHABILITATION DESIGN OF "RATAC" LANDSLIDE, BAR, MONTENEGRO


REHABILITATION OF UNSTABLE SLOPE DURING THE CONSTRUCTION OF THE UVAČ 4 VIADUCT ON SMOKOVAC - MATEŠEVO HIGHWAY SECTION IN MONTENEGRO


ANALYSIS OF THE CONSTRUCTION PIT RETAINING STRUCTURE FOR RESIDENTIAL – BUSINESS COMPLEX GREEN CITY IN SARAJEVO


INFLUENCE OF THE CHANGE OF THE STRESS-DEFORMATION STATE ON THE CALCULATION OF SLOPE STABILITY


CALCULATION OF BEARING CAPACITY OF PILES DURING THE RECONSTRUCTION OF THE LOOP BRIDGE – ZENICA


DMT TESTING IN LANDSLIDE AREA. A CASE HISTORY: TODI’S HILL (UMBRIA, ITALY)

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