QUESTIONG H=35 The circular footing (Diameter 1m) showed in Figure 3 is subjected to inclined loading...
help me??
103 35) 15:59 A rectangular footing (1.4 mx 1.6 m) of shallow foundation is designed to receive ad from a column of a building constructed on over consolidated sand, Figure 2 shows the properties of sub-ground and initial design of the footing. Ground water level is located at 25 m below ground surface. (use ES - 2.5) 25000ks - 1630 kw H POKER Figure 2 a) Using appropriate bearing capacity equation, evaluate whether the width of footing design...
A circular footing is shown in the Figure below. Use
Factor of Safety = 3 and Terzaghi bearing capacity equation
determine the size of the footing for the undrained
condition.
550 kN Water table Cu=75 kPa Qu=00 Ysat = 19 kN/m c" = 0 '= 30° ho
The total load of a chimney and its circular footing is 35 MN,
as shown in the figure. Assume the average unit weight of soil
below and above the water table is the same.
Presume: B (diameter) = 8 m, H = 6 m, and D = 2
m.
According to SPT results, the average N-value for sandy soil
below the footing is 20.
Estimate the values of the friction angle and the average unit
weight of soil based on...
please with clear and simple steps as possible, also write
answer all questions ....thank you
Q1. A load of 630 kN/m is carried on a strip footing 3 m wide at a depth of 1.5 m in a stiff clay with saturated unit weight 21 kN/m, the water table being at ground level Determine the factor of safety with respect to general shear failure (a) whe105 kN/m, and φ,-0°, (b) when c' = 10 kNm, and = 28。 13.0, 3.5]...
Question 2 [Marks: 15 +10=25] 200kPa of construction stress was applied on top of the soil layers as shown in the figure below. (1) Calculate the settlement in the clay layer due to the construction (minimum of 2 sub layers is to be used). (W) If the soil went through 90% average degree of consolidation in 1 year, calculate the coefficient of consolidation (C.). 个 Sand Y = 20kN/m 4m Water table Clay (over consolidated) y = 16kN/m 100 4m...