6.12 For the same dam and the same soil conditions a 4-meter-long vertical sheet pile is added at the left end of the dam base: (a) Draw the flow net by using N, = 3. (b) Compute the flow rate q under the dam. (c) Compute the water pressures at the heel (A) and toe (B) sections of the base of the dam based on the drawn flow net. 20.0 m z (m) 17.0 12.0 10.0 8.0 Sandy soil k=0.0035 cm/sec 4.0 Impervious Layer

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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.