DETAIL 01 / GEOTECHNICAL-ENGINEERING
Geotechnical Engineering
Know the ground before you pour.
Method
Boreholes are logged on site. Disturbed and undisturbed samples go to the lab. SPT N-values and plate load results feed a bearing capacity calculation and a written foundation recommendation.
Typical timeline
7–10 working days after field work
Standards
- IS 1892
- IS 2131
- IS 6403
Deliverables
- Soil investigation and borehole logging
- SPT and plate load test
- Bearing capacity report
- Foundation recommendation
Related projects
- RRCC/067/2026 — Soil investigation — Panchayat Union works
- RRCC/029/2024 — Geotechnical report — residential layout