The permissible settlement of an isolated foundation on a granular soi

1.	The permissible settlement of an isolated foundation on a granular soil is 40 mm. A plate load test is performed with 300 mm square plate undergoing a settlement of 20 mm under the same load intensity. The ultimate bearing capacity of soil with plate is 25t/m2. The ultimate bearing capacity of soil for foundation will be t/m260.42
Answer» The permissible settlement of an isolated foundation on a granular soil is 40 mm. A plate load test is performed with 300 mm square plate undergoing a settlement of 20 mm under the same load intensity. The ultimate bearing capacity of soil with plate is $25 t / m^{2}$ . The ultimate bearing capacity of soil for foundation will be $t / m^{2}$ 60.42

The permissible settlement of an isolated foundation on a granular soil is 40 mm. A plate load test is performed with 300 mm square plate undergoing a settlement of 20 mm under the same load intensity. The ultimate bearing capacity of soil with plate is 25t/m2. The ultimate bearing capacity of soil for foundation will be t/m260.42

Answer»

The permissible settlement of an isolated foundation on a granular soil is 40 mm. A plate load test is performed with 300 mm square plate undergoing a settlement of 20 mm under the same load intensity. The ultimate bearing capacity of soil with plate is $25 t / m^{2}$ . The ultimate bearing capacity of soil for foundation will be $t / m^{2}$

60.42

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