The following are the main elements in the design of reaction system for 1500 mm diameter test pile. Design of Reaction Anchor. Design of Dywidag Bars. Design of cross beam. Anchor Design The test load […]
Design of Reaction System for 1500 mm diameter Test Pile Read More »
Civil Engineering Methods, Method Statement for Civil Works
The existing ground level varies between + 3.52 m DMD to + 4.29 m DMD. The working platform level for Double U wall is considered at the average ground level. A Double U channel beam wall with one layer of tie-back anchors shoring system is proposed along the four sides of the plot for a
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Civil Engineering Methods, Construction Method Statements, Method Statement for Civil Works
Visually inspect bladder for correct size and obvious defects such as perforations before starting. Lay bladder on a dry, clean surface such as a cleanly swept floor, tarp, etc. Smooth out all wrinkles and folds. Roll up the small flange necks at top and bottom of bladder, the use duct tape to tape securely so that they
Method Statement for Horizontal Four Flange Bladders Installation in Tank Read More »
Fire Suppression System
Vibro compaction technique is applicable and effective for the improvement of loose natural fine sands as well as the compaction of Fills. Relative density is improved, potential for liquefaction from a seismic event is reduced, improvement depth up to 20.0 m or even much deeper can be achieved with this technique depending on the size
Method Statement For Vibro Compaction Works Read More »
Civil Engineering Methods
The following possible risks or problems are identified with the activities involved with pile execution. Survey – Out of Positioning of the Pile The pile position shall be cross-checked by the Engineer, Contractor and Sub Contractor before the installation of pile. If any out of position of the pile (more than the allowable tolerance) has
Piling Problems and Risks During Execution Works Read More »
Civil Engineering Methods
Subsequent to the completion of the pile drilling, the borehole depth will be checked and verified versus the depth given on daily piling sequence and pile data. Only after borehole depth check can the cage be lowered into the borehole. A reference site datum level will be given to ensure the correct positioning of the
Method Statement for Pile Reinforcement and Concrete Casting Read More »
Civil Engineering Methods, Method Statement for Civil Works