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Problem 4 Estimate the ratio of equivalent permeability for the layered soil profile A provided in table 1 as shown in Figure 2. Problem 5 Estimate the ratio of equivalent permeability for the layered soil profile B provided in table 1 as shown in Figure 2. Problem 6 Estimate the ratio of equivalent permeability for the layered soil profile C provided in table 1 as shown in Figure 2. Permeability Use the information provided in Table 1 and Figure 1 for problems 1-3. Use the information in Table 2 and Figure 2 for Problems 4-6. Table 1: Seepage configurations for figure 1 Configuration A B C H1, m 16 12 10 H2, m 2.3 2 1.5 H3, m 0.75 0.5 1.0 k, cm/sec 0.009 6.3x103 0.0005 e 0.8 1.22 0.85 L, m 45 52 50 Dam length, m 350 410 325 Concrete dam H₁ Seepage Sandy layer Impervious rock H3 H₂ H₂ Figure 2: Soil Profile Figure 1:Subgrade Profile of a concrete damn Table 2: Soil Profile parameters Profile A B C H1, m 1.5 12 10 H2, m 2.5 2 1.5 H3, m 3.5 0.5 1.0 k1, cm/sec 9x10-4 10-4 4x10-3 K2, cm/sec 7.8x10-3 3.2x10-2 2.1x10-3 K3, cm/sec 4.5x10-5 4.1x10-5 6.3x104

Problem 4 Estimate the ratio of equivalent permeability for the layered soil profile A provided in table 1 as shown in Figure 2. Problem 5 Estimate the ratio of equivalent permeability for the layered soil profile B provided in table 1 as shown in Figure 2. Problem 6 Estimate the ratio of equivalent permeability for the layered soil profile C provided in table 1 as shown in Figure 2. Permeability Use the information provided in Table 1 and Figure 1 for problems 1-3. Use the information in Table 2 and Figure 2 for Problems 4-6. Table 1: Seepage configurations for figure 1 Configuration A B C H1, m 16 12 10 H2, m 2.3 2 1.5 H3, m 0.75 0.5 1.0 k, cm/sec 0.009 6.3x103 0.0005 e 0.8 1.22 0.85 L, m 45 52 50 Dam length, m 350 410 325 Concrete dam H₁ Seepage Sandy layer Impervious rock H3 H₂ H₂ Figure 2: Soil Profile Figure 1:Subgrade Profile of a concrete damn Table 2: Soil Profile parameters Profile A B C H1, m 1.5 12 10 H2, m 2.5 2 1.5 H3, m 3.5 0.5 1.0 k1, cm/sec 9x10-4 10-4 4x10-3 K2, cm/sec 7.8x10-3 3.2x10-2 2.1x10-3 K3, cm/sec 4.5x10-5 4.1x10-5 6.3x104

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 4 Estimate the ratio of equivalent permeability for the layered soil profile A provided in table 1 as shown in Figure 2. Problem 5 Estimate the ratio of equivalent permeability for the layered soil profile B provided in table 1 as shown in Figure 2. Problem 6 Estimate the ratio of equivalent permeability for the layered soil profile C provided in table 1 as shown in Figure 2.
Transcribed Image Text:Problem 4 Estimate the ratio of equivalent permeability for the layered soil profile A provided in table 1 as shown in Figure 2. Problem 5 Estimate the ratio of equivalent permeability for the layered soil profile B provided in table 1 as shown in Figure 2. Problem 6 Estimate the ratio of equivalent permeability for the layered soil profile C provided in table 1 as shown in Figure 2.
Permeability Use the information provided in Table 1 and Figure 1 for problems 1-3. Use the information in Table 2 and Figure 2 for Problems 4-6. Table 1: Seepage configurations for figure 1 Configuration A B C H1, m 16 12 10 H2, m 2.3 2 1.5 H3, m 0.75 0.5 1.0 k, cm/sec 0.009 6.3x103 0.0005 e 0.8 1.22 0.85 L, m 45 52 50 Dam length, m 350 410 325 Concrete dam H₁ Seepage Sandy layer Impervious rock H3 H₂ H₂ Figure 2: Soil Profile Figure 1:Subgrade Profile of a concrete damn Table 2: Soil Profile parameters Profile A B C H1, m 1.5 12 10 H2, m 2.5 2 1.5 H3, m 3.5 0.5 1.0 k1, cm/sec 9x10-4 10-4 4x10-3 K2, cm/sec 7.8x10-3 3.2x10-2 2.1x10-3 K3, cm/sec 4.5x10-5 4.1x10-5 6.3x104
Transcribed Image Text:Permeability Use the information provided in Table 1 and Figure 1 for problems 1-3. Use the information in Table 2 and Figure 2 for Problems 4-6. Table 1: Seepage configurations for figure 1 Configuration A B C H1, m 16 12 10 H2, m 2.3 2 1.5 H3, m 0.75 0.5 1.0 k, cm/sec 0.009 6.3x103 0.0005 e 0.8 1.22 0.85 L, m 45 52 50 Dam length, m 350 410 325 Concrete dam H₁ Seepage Sandy layer Impervious rock H3 H₂ H₂ Figure 2: Soil Profile Figure 1:Subgrade Profile of a concrete damn Table 2: Soil Profile parameters Profile A B C H1, m 1.5 12 10 H2, m 2.5 2 1.5 H3, m 3.5 0.5 1.0 k1, cm/sec 9x10-4 10-4 4x10-3 K2, cm/sec 7.8x10-3 3.2x10-2 2.1x10-3 K3, cm/sec 4.5x10-5 4.1x10-5 6.3x104
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