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The depth of boreholes for (20x30) m if the following data: Df=4m below G.S.L and net...
A soil profile is shown below. The soil sample is taken from depth of 11m, a)...
A soil profile is shown below. The soil sample is taken from depth of 11m, a) Is it OC or NC soil? b) If it is loaded with A6= 28 t/m2 calculate the settlement of clay layer. For sand Ydry = 1.75 t/m and Ysat = 2.0 t/m3 For clay Xsat = 1.9 t/m3 6'o+A6 SC 6'o+A6 CsH Сен -log 1+ Sc log 087645) 610 1+eo 610 Sc CH 1+0 -log 6) + CCH 1+ -log (9729) 610 Sand 5m...
Problem 3: 40 points) A square foundation was decided to be constructed to support the load...
Problem 3: 40 points) A square foundation was decided to be constructed to support the load of a column in a residential building construction project located in Claremont, CA. During the site investigation, only sandy soil (c'= 0) was encountered. The ground water was observed at the depth 1.2m from ground level. Obtained samples were tested in the lab and the internal friction angle of the soil was found to be equal to 30°. The unit weight of the soil...
soil Q4) From the figure and soil profile as below find the following: 1) the final...
soil
Q4) From the figure and soil profile as below find the following: 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (mv) of clay layer. mass=2x106 kg footing=10m x 8m y=16.62kN/m3 3m 2m 7m 10m Sand and graver Ysat.=19.8kN/m Clay Cc=0.33,w=30%, Gs=2.7, Ysat.=19.8kN/m3 sand and gravel 4m
Considering the problem of slope stability: the figure below indicates a section through a slope that...
Considering the problem of slope stability: the figure below indicates a section through a slope that is liable to a rotational or slip circle failure. Using the soil parameters given together with the details supplied in the table below, determine the factor of safety against failure, assuming that no tension cracks will form. 8m 8m o O = 90° R= 17.9m 8m Surcharge 5kPa SkPa THT Slice No Base slope 8m Soil data: y = 19kN/m3 C'=10kN/m² '= 35° Area...
Q1/ From the figure and soil profile as below find the following : 1) the final...
Q1/ From the figure and soil profile as below find the following : 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (my) of clay layer mass=2x106 kg footing =10m x 8m y=16.62kN/m3 Зm 2m Ty WT 7m 10m Sand and gravel Ysat=19.8kN/m3 Clay Cc=0.33,w=30%,Gs=2.7, Ysat.=19.8kN/m3 sand and gravel 4m
QUESTION 10 What is the water pressure at C at the back side of the wall for the sheet pile case shown below? Sheet pi...
QUESTION 10 What is the water pressure at C at the back side of the wall for the sheet pile case shown below? Sheet piling Back Front _WT. 2.50 m Datum B 12 4.00 m E D 1 Ysat 18.5 kN/m3 4.70 m 4.80 m G 10 5.98 39.24 58.66 QUESTION 11 What is the exit hydraulic gradient in the following flow net? Sheet piling Back A Front T 2.50 m W.T Datum B 12 4.00m E D Ysat 18.5...
soil mechanics Q4) From the figure and soil profile as below find the following: 1) the...
soil mechanics
Q4) From the figure and soil profile as below find the following: 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (mv) of clay layer. mass= 2*106 kg footing =10m x 8m 3m y=16.62kN/m3 2m They WT 7m 10m Sand and graver Ysat=19.8kN/m3 Clay Cc=0.33,w=30%,Gs=2.7, Ysat=19.8kN/m3 sand and gravel 4m
What is the gauge pressure (in Pascals) at a depth of 3.13m below the surface of...
What is the gauge pressure (in Pascals) at a depth of 3.13m below the surface of a swimming pool Assume the density of water is 1000 kg/m QUESTION 2 At what depth (in meters) in the ocean is the gauge pressure 10 times larger than atmospheric pressure? Assume that the density of water in the ocean is 1000 kg/m3 and that atmospheric pressure is 101,325 Pa
A 3 m square footing carries a vertical downward load of 900 kN. The embedment depth...
A 3 m square footing carries a vertical downward load of 900 kN. The embedment depth is 1 m. The soil beneath this footing has the following properties: y = 18 kN/m”, Ysat = 20 kN/mº, c' = 5 kPa, and o' = 36º. The groundwater table is at a depth of 2 m below the ground surface. Compute factor of safety against bearing capacity failure.
Following table presents stream gauging data for water flowing in a 10 m wide channel with a depth of 1.5 m. Assume the...
Following table presents stream gauging data for water flowing in a 10 m wide channel with a depth of 1.5 m. Assume the discharge of water is 7.65 m3 /s. Depth (m) Velocity (m/s) 0.3 0.62 0.90 0.50 1.20 0.40 Determine the kinetic energy correction factor, α for the stream Please explain your answer and the formula you use! And what the variables in the formula mean and how to use it please
A soil profile is shown below. The soil sample is taken from depth of 11m, a) Is it OC or NC soil? b) If it is loaded with A6= 28 t/m2 calculate the settlement of clay layer. For sand Ydry = 1.75 t/m and Ysat = 2.0 t/m3 For clay Xsat = 1.9 t/m3 6'o+A6 SC 6'o+A6 CsH Сен -log 1+ Sc log 087645) 610 1+eo 610 Sc CH 1+0 -log 6) + CCH 1+ -log (9729) 610 Sand 5m...
Problem 3: 40 points) A square foundation was decided to be constructed to support the load of a column in a residential building construction project located in Claremont, CA. During the site investigation, only sandy soil (c'= 0) was encountered. The ground water was observed at the depth 1.2m from ground level. Obtained samples were tested in the lab and the internal friction angle of the soil was found to be equal to 30°. The unit weight of the soil...
soil
Q4) From the figure and soil profile as below find the following: 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (mv) of clay layer. mass=2x106 kg footing=10m x 8m y=16.62kN/m3 3m 2m 7m 10m Sand and graver Ysat.=19.8kN/m Clay Cc=0.33,w=30%, Gs=2.7, Ysat.=19.8kN/m3 sand and gravel 4m
Considering the problem of slope stability: the figure below indicates a section through a slope that is liable to a rotational or slip circle failure. Using the soil parameters given together with the details supplied in the table below, determine the factor of safety against failure, assuming that no tension cracks will form. 8m 8m o O = 90° R= 17.9m 8m Surcharge 5kPa SkPa THT Slice No Base slope 8m Soil data: y = 19kN/m3 C'=10kN/m² '= 35° Area...
Q1/ From the figure and soil profile as below find the following : 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (my) of clay layer mass=2x106 kg footing =10m x 8m y=16.62kN/m3 Зm 2m Ty WT 7m 10m Sand and gravel Ysat=19.8kN/m3 Clay Cc=0.33,w=30%,Gs=2.7, Ysat.=19.8kN/m3 sand and gravel 4m
QUESTION 10 What is the water pressure at C at the back side of the wall for the sheet pile case shown below? Sheet piling Back Front _WT. 2.50 m Datum B 12 4.00 m E D 1 Ysat 18.5 kN/m3 4.70 m 4.80 m G 10 5.98 39.24 58.66 QUESTION 11 What is the exit hydraulic gradient in the following flow net? Sheet piling Back A Front T 2.50 m W.T Datum B 12 4.00m E D Ysat 18.5...
soil mechanics
Q4) From the figure and soil profile as below find the following: 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (mv) of clay layer. mass= 2*106 kg footing =10m x 8m 3m y=16.62kN/m3 2m They WT 7m 10m Sand and graver Ysat=19.8kN/m3 Clay Cc=0.33,w=30%,Gs=2.7, Ysat=19.8kN/m3 sand and gravel 4m
What is the gauge pressure (in Pascals) at a depth of 3.13m below the surface of a swimming pool Assume the density of water is 1000 kg/m QUESTION 2 At what depth (in meters) in the ocean is the gauge pressure 10 times larger than atmospheric pressure? Assume that the density of water in the ocean is 1000 kg/m3 and that atmospheric pressure is 101,325 Pa
A 3 m square footing carries a vertical downward load of 900 kN. The embedment depth is 1 m. The soil beneath this footing has the following properties: y = 18 kN/m”, Ysat = 20 kN/mº, c' = 5 kPa, and o' = 36º. The groundwater table is at a depth of 2 m below the ground surface. Compute factor of safety against bearing capacity failure.
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