From: Estimation of base grout quantity for cast in situ piles based on field test results
Pier | Pile Description | Grout Quantity (Litres) | Stage 2 Holding Pressure (MPa) | Depth of Deposition before Concreting (mm) | ||
---|---|---|---|---|---|---|
Stage 1 | Stage 2 | Total | ||||
P 16 | P 1 | 3162.5 | 2172.5 | 5335 | 3.3 | 422 |
P 2 | 3116.6 | 2273.4 | 5390 | 4.5 | 448 | |
P 3 | 3117.5 | 2577.5 | 5695 | 5 | 465 | |
P 4 | 3120.5 | 2170.5 | 5291 | 3.1 | 461 | |
P 5 | 3117.5 | 2172.5 | 5290 | 4.0 | 484 | |
P 6 | 3100 | 2173.5 | 5273.5 | 3.2 | 467 | |
P20 | P 1 | 3114.6 | 2272.4 | 5387 | 4.5 | 500 |
P 2 | 3167.5 | 2178.5 | 5346 | 3.6 | 492 | |
P 3 | 3115.5 | 2477.5 | 5593 | 5 | 508 | |
P 4 | 3127.5 | 2175.5 | 5303 | 4.3 | 488 | |
P 5 | 3135.5 | 2175.5 | 5311 | 3.2 | 565 | |
P 6 | 3110 | 2183 | 5293 | 3.5 | 497 |