Ads
-
Related paper
- VALIDATION OF GROUND FRICTION FORCES ON THE LATERAL SURFACE OF THE PILE SHAFT AND UNDERGROUND CONSTRUCTION IN HYDROGEOLOGICAL CHANGES OF EXPLOITING FLOODING CONSTRUCTION SITE
- DRY AS A METHOD OF PROTECTION OF GROUND WATER CONSTRUCTED FACILITIES CONSTRUCTION AT THE SITE PREPARATION FOR CONSTRUCTION ON BULK GROUND
- EXPERIMENTAL STUDIES OF RESISTANCE FORCES OVER THE LATERAL SURFACE OF PILE’S MODELS
- Pile foundation stress-strain state in collapsible loess soil soaked from bottom to top (underground area flooding)
- PREDICTING LAND-SURFACE DEFORMATIONS DURING THE CONSTRUCTION OF UNDERGROUND FACILITIES OF COMPLEX SPATIAL CONFIGURATION
- THE CHANGES OF FRICTION CAPACITY OF THE PILE TO SUPPORT SLAB PAVEMENT DUE TO LATERAL LOADS
- APPLICATION OF LEAN CONSTRUCTION TOOL (L.P.S) TO IMPROVE LABOUR PRODUCTIVITY AT CONSTRUCTION SITE
- Construction Equipment Management for Construction of Dam Site
- Friction Forces at the Wheel's Contact with the Ground in a Turning Vehicle
- Analysis of Application of Pile Foundation Technology in Construction Engineering