In a certain section of a toll road, there are loads consisting of the embankment, traffic...

 

 

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In a certain section of a toll road, there are loads consisting of the embankment, traffic load (vehicles), and water tank load (only the load caused by the water is counted). The groundwater level (MGL) is equal to the original ground level (OGL). With the given data and dimensions in the figure above (in meters), calculate: a. The effective overburden stress (§'o) at points A, B, C, D, and E (choose according to the code in the problem). b. The additional stress (A) at points A, B, C, D, and E (chosen according to the code in the problem) caused by the embankment, traffic load, and water tank load. 10 لليل MTA-MAT TERMINE 1:2 -10- 737 Tangki Air y=1,0 U/m² 25 Dia 10 m B 1 -C -16- Timbunan Pasir 1,5 t/m² 3.5+ B7 C Lempung IMPERMEABLE SOIL 9 25.E 73,5/37 9 -18 .E 7-1,8 m² Yemek1,75 tim E Tmn 1,8 t/m³ 1:2 MTA-MAT MIX lovertocal In a certain section of a toll road, there are loads consisting of the embankment, traffic load (vehicles), and water tank load (only the load caused by the water is counted). The groundwater level (MGL) is equal to the original ground level (OGL). With the given data and dimensions in the figure above (in meters), calculate: a. The effective overburden stress (§'o) at points A, B, C, D, and E (choose according to the code in the problem). b. The additional stress (A) at points A, B, C, D, and E (chosen according to the code in the problem) caused by the embankment, traffic load, and water tank load. 10 لليل MTA-MAT TERMINE 1:2 -10- 737 Tangki Air y=1,0 U/m² 25 Dia 10 m B 1 -C -16- Timbunan Pasir 1,5 t/m² 3.5+ B7 C Lempung IMPERMEABLE SOIL 9 25.E 73,5/37 9 -18 .E 7-1,8 m² Yemek1,75 tim E Tmn 1,8 t/m³ 1:2 MTA-MAT MIX lovertocal

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a Effective overburden stress o at points A B C D and E Point A at depth of 10 m Total overburden pr... View the full answer