.ll 3 LTE 11.29 O 1 75% 4 ( Kembali Tugas Mektan 2.docx TUGAS MANDIRI MEKANIKA TANAH Senin 13 April 2020 *gunakan buku bradja m das (Principles of GEOTEKNICAL ENGINEERING 8th) 1. Refer to Figure 10.40. Determine the vertical stress increase, Aoz, at point A with the following values: q1 = 90 kN/m; q2 = 325 kN/m; x1 = 4 m; x2 = 2.5 m; z= 3 m Line load = 4 Figure 10.40 2. Refer to Figure 10.42. A strip load of q = 43 kN/m is applied over a width, B = 11 m. Determine the increase in vertical stress at point A located z = 4.6 m below the surface. Given: x = 8.2 m 4= load per unit area Figure 10.42 3. An earth embankment is shown in Figure 10.43. Determine the stress increase at point A due to the embankment load Unit weight= 170 kN/m 6.8 m Figure 10.43
.ll 3 LTE 11.29 O 1 75% 4 ( Kembali Tugas Mektan 2.docx TUGAS MANDIRI MEKANIKA TANAH Senin 13 April 2020 *gunakan buku bradja m das (Principles of GEOTEKNICAL ENGINEERING 8th) 1. Refer to Figure 10.40. Determine the vertical stress increase, Aoz, at point A with the following values: q1 = 90 kN/m; q2 = 325 kN/m; x1 = 4 m; x2 = 2.5 m; z= 3 m Line load = 4 Figure 10.40 2. Refer to Figure 10.42. A strip load of q = 43 kN/m is applied over a width, B = 11 m. Determine the increase in vertical stress at point A located z = 4.6 m below the surface. Given: x = 8.2 m 4= load per unit area Figure 10.42 3. An earth embankment is shown in Figure 10.43. Determine the stress increase at point A due to the embankment load Unit weight= 170 kN/m 6.8 m Figure 10.43
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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