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The following describes the procedure for filling core sonic pipes with cement grout. Prepare the mix as per the proposed mix design given below using following equipment’s: Mixer Piston Pump Grout hose of suitable length Grout Mix Design For Filling Core Sonic Pipes
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
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
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
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
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
Below is a brief method statement of piling work that can be used for any kind of project piling works. A crawler mounted piling rig will be used to install bored cast in situ piles of dia 1200 mm. The procedure for
Concrete Blocks are mostly used building material in all parts of the world. Below is a brief method statement that you can utilize for concrete blocks laying alignment & jointing. Blockwork is major activity that requires precise alignment and joining because if