1. Figure 1. shows a continuous foundation on a deposit of sand layer and variation of the elasticity of the soil (E₁). Assuming y = 18 kN/m³ and C2 for 10 years, calculate the elastic settlement of the foundation using the strain influence factor method of Schmertmann et al., 1978. 1.5 m Sand 2.5 m- 2 14 Depth (m) 195 kN/m² E,= 6000 E, (kN/m²) E, 12,000 E, 10,000
1. Figure 1. shows a continuous foundation on a deposit of sand layer and variation of the elasticity of the soil (E₁). Assuming y = 18 kN/m³ and C2 for 10 years, calculate the elastic settlement of the foundation using the strain influence factor method of Schmertmann et al., 1978. 1.5 m Sand 2.5 m- 2 14 Depth (m) 195 kN/m² E,= 6000 E, (kN/m²) E, 12,000 E, 10,000
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. Figure 1. shows a continuous foundation on a deposit of sand layer and variation of the
elasticity of the soil (E.). Assuming y = 18 kN/m³ and C2 for 10 years, calculate the elastic
settlement of the foundation using the strain influence factor method of Schmertmann et al.,
1978.
1.5 m
Sand
2.5 m
0
2
14
q=195 kN/m²
Depth (m)
Figure 1.
E,= 6000
E,
<= 12,000
E, (kN/m²)
E,= 10,000](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F46de1b6c-aab6-4b25-858b-d9c0fdd21945%2F7ad2af52-f971-4445-9e01-3b253e4610c8%2Fg5pqtvh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. Figure 1. shows a continuous foundation on a deposit of sand layer and variation of the
elasticity of the soil (E.). Assuming y = 18 kN/m³ and C2 for 10 years, calculate the elastic
settlement of the foundation using the strain influence factor method of Schmertmann et al.,
1978.
1.5 m
Sand
2.5 m
0
2
14
q=195 kN/m²
Depth (m)
Figure 1.
E,= 6000
E,
<= 12,000
E, (kN/m²)
E,= 10,000
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