A layer of soft saturated clay Sm thick lies under a newly constructed building. The effective...
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A layer of soft saturated clay Sm thick lies under a newly constructed building. The effective pressure due to the overlying strata on the clay is 300kN/m'a and the new construction increases the effective over-burden by 120KN/m.If the compression index is 0.45 compute the settiement assuming the natural water content of the clay layer to be 43% and the specific gravity is 2.7 Example 12: A uniform load of 145KN/m is distributed over a large area. The subsoil consists of a bed of dense soil containing 2 strata of clay each 3m thick as shown below. Compute the total settlement under the load given that the sand is completely submerged Sand Yaat20KN /m Cny C04, w S7 G2.9 Sed Ya 2OKN/m Dy G04, w57, G 2.79 0009 000 0002 A layer of soft saturated clay Sm thick lies under a newly constructed building. The effective pressure due to the overlying strata on the clay is 300kN/m'a and the new construction increases the effective over-burden by 120KN/m.If the compression index is 0.45 compute the settiement assuming the natural water content of the clay layer to be 43% and the specific gravity is 2.7 Example 12: A uniform load of 145KN/m is distributed over a large area. The subsoil consists of a bed of dense soil containing 2 strata of clay each 3m thick as shown below. Compute the total settlement under the load given that the sand is completely submerged Sand Yaat20KN /m Cny C04, w S7 G2.9 Sed Ya 2OKN/m Dy G04, w57, G 2.79 0009 000 0002
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Related Book For
Financial Reporting and Analysis
ISBN: 978-0078025679
6th edition
Authors: Flawrence Revsine, Daniel Collins, Bruce, Mittelstaedt, Leon
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