1. Foundations
1.1. Excavations
1.1.1. Slope
1.1.2. Cover the slope
1.1.3. Island
1.1.4. Sumpit
1.2. Pile caps
1.2.1. Lift pits
1.2.1.1. Critical technical specifications
1.2.1.1.1. (1)
1.2.1.1.2. (2)
1.2.1.1.3. (...)
1.2.2. Others
1.2.2.1. Critical technical specifications
1.2.2.1.1. (1)
1.2.2.1.2. (2)
1.2.2.1.3. (...)
1.2.3. Excavation
1.2.3.1. Slope
1.2.3.2. Cover the slope
1.2.3.3. Island
1.2.3.4. Sumpit
1.2.4. Backfill
1.2.4.1. Each 30cm layer
1.2.4.2. Optimum moisture content
1.2.4.3. Test on compaction ratio
1.2.4.4. Cleaning the foundation pit
1.2.5. Formwork
1.2.5.1. Spacing of vertical/horizontal bracing
1.2.5.2. Bracing tie rod/tie head
1.2.6. Cast concrete
1.2.6.1. Waterbar
1.2.6.2. Surface of 1st cast for bottom slab
1.2.6.3. Construction joint
1.2.7. Remove formwork
1.3. Bracing beams
1.3.1. Formwork
1.3.2. Cast concrete
1.3.3. Remove formwork
1.3.4. Critical specifications
2. Anti termite
3. Underground tanks
3.1. Excavation
3.1.1. Slope
3.1.2. Cover the slope
3.1.3. Island
3.1.4. Sumpit
3.2. Backfill
3.2.1. Each 30cm layer
3.2.2. Optimum moisture content
3.2.3. Test on compaction ratio
3.2.4. Cleaning the foundation pit
3.3. Formwork
3.3.1. Spacing of vertical/horizontal bracing
3.3.2. Bracing tie rod/tie head
3.4. Cast concrete
3.4.1. Waterbar
3.4.2. Surface of 1st cast for bottom slab
3.4.3. Construction joint
3.5. Remove formwork
3.6. Waterproofing
3.7. Tiling
3.8. Watertightness test
3.8.1. Structure prior to apply waterproofing
3.8.2. After applying the waterproofing
3.8.3. After tiling
3.9. Hollowness test
3.9.1. After plastering
3.9.2. Before tiling
3.10. Peeling test of tiling
4. Pilings
4.1. Preboring
4.1.1. D400
4.1.1.1. Depth ???
4.1.2. D600
4.1.2.1. Depth ???
4.2. Driving
4.2.1. D400
4.2.1.1. Lmin < L < Lmax
4.2.1.2. Pmin < P < Pmax
4.2.2. D600
4.2.2.1. Lmin < L < Lmax
4.2.2.2. Pmin < P < Pmax
4.2.3. Critical technical specifications
4.2.3.1. (1)
4.2.3.2. (2)
4.2.3.3. (...)