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분야
pptx2. Soil characteristics
3. ground improvement method
4. Pre-Loading+Sand Drain Design
5. Foundation Design
6. Conclusion
Configuration of the ground state and Geotechnical
Characterization in project site The most rational and cost-effective foundation design
Location
Gyeonggi, Incheon, Yeonsugu, Songdo-dong 00 Street
Design Range
Ground survey
Laboratory Tests
Soft Ground
Handling Measures
4) Foundation design
● A central settlement of the building : 143.576cm
● Settlement on the edge of the building : 103.7583401cm
● If we expect Differential settlement to the third of the edge settlement,
Differential settlement = 103.758/3 = 34.586 cm
< 34.586 cm N.G
● If we construct dorm at the present ground
→ Capacity Settlement Safety Rate N.G
→ permit Settlement Limit N.G
Total weight of dormitory :
8.315 tf/m2
Estimated Weight : 1.8tf/m3*1.5m=2.7tf/m2
Total weight : 11.015 tf/m2
