part 1) if a footer is on a sandy soil with no cohesion the factors to...

part 1)

if a footer is on a sandy soil with no cohesion the factors to neglect for estimating bearing capacity per unit area of foundation include (choose all that apply):

Group of answer choices

Nc

Nq

Depth of the foundation

Dimensions of the Excavation

part 2)

Drilled piles resisting uplift loads need steel reinforcement:

Group of answer choices

True

False

Expert Solution

Ally Wells answered 11 months ago

Course: Soil mechanics Theme: Fellenius Method There is a soil with the following characteristics: cohesion of...

Course: Soil mechanics Theme: Fellenius Method There is a soil with the following characteristics: cohesion of 0.4 kg / cm2, friction angle 33 ° and dry density of 1.7 gr / cm3 and when saturated, effective cohesion of 0.2 kg / cm2, effective friction angle of 24 °. and a saturated density of 2.2 gr / cm3. The slope under evaluation has a 38 ° inclination, the rocky layer is 11 meters away, finding the stability of the slope in...

1. Go to the Footer Styles section and create a style rule that displays the footer...

1. Go to the Footer Styles section and create a style rule that displays the footer only when both margins are clear of floating objects. 2. Go to the Topics Styles section. This section sets the styles for a list of four topics describing what the company is offering. Karen wants this list to also be displayed horizontally on the page. For list items within the ul element with the id topics, create a style rule to: a) display the...

Direct shear tests were performed on a dry, sandy soil. The size of the specimen was...

Direct shear tests were performed on a dry, sandy soil. The size of the specimen was 50 mm x 50 mm x 20 mm (LxWxH). Test results are given in the following table. Find the shear stress parameters. Estimate the major and minor principal stresses, and the orientation of the principal stresses at failure for Test 2 Test No. Normal Force (N) Shear force at failure (N) 1 90 55 2 135 80 3 315 190

3. You are working in a temperate rainforest that has small patches of sandy soil spread...

3. You are working in a temperate rainforest that has small patches of sandy soil spread throughout the area. This soil has a unique chemistry, different from the soil of the neighboring clay-rich areas of the forest, and results in a different composition of plants. In particular, you notice one shrub that occurs only on the small sandy patches. Briefly describe three factors that you hypothesize may explain the patchy distribution of the shrub. How would you determine the sexual...

Suggest the most suitable piling technique used for sandy soil encountered at the worksite. Explain the...

Suggest the most suitable piling technique used for sandy soil encountered at the worksite. Explain the pile erection procedure step by step.

factors that influence consolidation characteristics of soil

problem 4.8 a five meter retaining wall has to retain backfill of sandy soil having a...

problem 4.8 a five meter retaining wall has to retain backfill of sandy soil having a unit weight 18.2 kn/m3 and angle of internal friction 32 degree,the surface of the backfill in inclined at an angle of 10 degree to the horizontal determine:the magnitude and point of application of the active thrust on the wall,draw a diagram of given situation ,and determine total active earth pressure acting with vertical or with horizontal. please provide neat and clean solution ..

Explain some environmental factors that include the formation and maintenance of sandy coasts

What are the environmental factors associated with higher soil organic matter?

As part of a soil analysis on a plot of land, you want to determine the...

As part of a soil analysis on a plot of land, you want to determine the ammonium content using gravimetric analysis with sodium tetraphenylborate, Na B(C6H5)4–. Unfortunately, the amount of potassium, which also precipitates with sodium tetraphenylborate, is non-negligible, and must be accounted for in the analysis. Assume that all potassium in the soil is present as K2CO3, and all ammonium is present as NH4Cl. A 4.935-g soil sample was dissolved to give 0.500 L of solution. A 150.0-mL aliquot...

Question