A plate-load test was conducted on-site in Bataan in which the soil was found to be clay. PLT was conducted using a circular plate having a diameter of 800 mm. The ultimate load for the test was found to be 520 kN/m2. What should be the maximum allowable load of a footing having a diameter of 1.5 m? Use an FS of 5. O 183.78 kN O 918.92 kN O 1828.13 kN O 365.63 kN O 261.38 kN O NOT IN THE CHOICES O 52.28 kN

Plate-load tests were conducted in-situ for a commercial building project in Rizal, where preliminary investigation indicated the presence of sandy soil. The apparatus had a circular plate with a radius of 0.38m. The results suggests an ultimate bearing pressure of 349 kN/m2. The plate was placed at a depth of 1.90m from the surface, with the soil having a unit weight of 16.87kN/m3. If a circular footing with radius of 1.15m will be used, what must be the maximum net live load (kN) if the net dead load is 349kN? Consider a safety factor of 3.5 and ASD Plate-load tests were conducted in-situ for a commercial building project in Rizal, where preliminary investigation indicated the presence of sandy soil. The apparatus had a circular plate with a radius of 0.38m. The results suggests an ultimate bearing pressure of 349 kN/m2. The plate was placed at a depth of 1.90m from the surface, with the soil having a unit weight of 16.87kN/m3. If a circular footing with radius of 1.15m will be…

Determine the elastic settlement using the Schmertmann method of the 10'x 10' footing as shown below. Estimate the elastic modulus using Es = 10(N + 15), where Es is in ksf and N is the corrected SPT value. Loose sand Medium dense sand Loose sand Dense sand Very loose sand DEPTH 5° 10' 15' 20' 25' SPT 10 21 11 15 41 4 Q=250 kips 10' x 10' 0 0.2 0.4 0.6 STRAIN & Layer 1 Layer 2 Layer 3 Layer 4 Laver 5

Shallow Foundation Question 4: During plate load test, the settlement of a 35 cm plate is found to be 2 cm in a cohesive soil, then the settlement of square footing of 85 cm side under same loading conditions is