- Home
- questions and answers
- tom zink went out to fresno ca and shoveled 2 kg of sand into a bucket

Geotechnical / Foundation Engineering

Tom Zink went out to Fresno, CA and shoveled 2 kg of sand into a bucket and brought the sand to his lab for testing. He then took 20 grams of sand from the bucket and compacted the 20 grams in a die. He then loaded the compacted sand with a piston using a load frame. During loading, the 20 gram sand pack was called

a.a specimen b.a sample C. gravel d. clay

Verified

Geotechnical / Foundation Engineering

9. What would the FS for the potential failure surface shown above be if the soil's undrained shear strength were 50 kPa (instead of 100 kPa)? Answer: FS = 0.98

Read More

Geotechnical / Foundation Engineering

8., Find the factor of safety for the failure surface shown, below using the Swedish Slip Circle method. The scale is in meters (use a ruler). The center of the circle is denoted by the •. Answer: FS 1.9550

Read More

Geotechnical / Foundation Engineering

50 tons as shown in Figure P8.11. Determine the averagestress increase beneath the center of the foundation in theA square foundation, 5 ft wide, carries a net column load ofAsquareclay layer:

a. Using Eq. (8.25),

b. Using Eqs. (8.26) and (8.10), and

c. Using Eqs. (8.26) and (8.15).

Read More

Geotechnical / Foundation Engineering

Three continuous foundations are shown in Figure P6.15.For each of them, what values would you use for their eccentricity and inclination in the bearing capacity calculations?

Read More

Geotechnical / Foundation Engineering

A 2 m x 3 m spread footing placed at a depth of2 m carries a vertical load of 3000 kN and a moment of300 kN m, as shown in Figure P6.14. Determine the factor of safety using Meyerhof's effective area method.

Read More

Geotechnical / Foundation Engineering

For an eccentrically loaded continuous foundation on sand,given B= 108 m Df=0.9 m e/B =0.12( one way eccentricity Y=16KN/m3 and theta =35 using the reduction factor method estimate load per unit length of the foundation

Read More

Geotechnical / Foundation Engineering

Repeat Problem 6.11 using Prakash and Saran's method.

Read More

Geotechnical / Foundation Engineering

An eccentrically loaded foundation is shown in Figure P6.11.Use FS of 4 and determine the maximum allowable load that the foundation çan carry, Use Meyerhof's effective area method.

Read More

Geotechnical / Foundation Engineering

For the design of a shallow foundation, given the following:

\phi^{\prime}=20^{\circ}

c^{\prime}=72 \mathrm{kN} / \mathrm{m}^{2}

\text { Unit weight, } \gamma=17 \mathrm{kN} / \mathrm{m}^{3}

Modulus of elasticity, E, = 1400 kN/m-%3D

\text { Poisson's ratio, } \mu_{s}=0.35

Foundation:L= 2 m

B = 1 m

D, = 1 m

Calculate the ultimate bearing capacity. Use Eq. (6.42).

Read More

Geotechnical / Foundation Engineering

A column foundation (Figure P6.9) is 3 m X 2 m in plan.Given: D; = 1.5 m, 6' = 25°, c' = 70 kN/m?. UsingEq. (6.28) and FS[see Eq. (6.24)] the foundation could carry.= 3, determine the net allowable load

Read More

Getting answers to your urgent problems is simple. Submit your query in the given box and get answers Instantly.

Success

Assignment is successfully created

2017-2022 TutorBin. All Rights Reserved*The amount will be in form of wallet points that you can redeem to pay upto 10% of the price for any assignment.

**Use of solution provided by us for unfair practice like cheating will result in action from our end which may include permanent termination of the defaulter’s account.Disclaimer:The website contains certain images which are not owned by the company/ website. Such images are used for indicative purposes only and is a third-party content. All credits go to its rightful owner including its copyright owner. It is also clarified that the use of any photograph on the website including the use of any photograph of any educational institute/ university is not intended to suggest any association, relationship, or sponsorship whatsoever between the company and the said educational institute/ university. Any such use is for representative purposes only and all intellectual property rights belong to the respective owners.

**Use of solution provided by us for unfair practice like cheating will result in action from our end which may include permanent termination of the defaulter’s account.Disclaimer:The website contains certain images which are not owned by the company/ website. Such images are used for indicative purposes only and is a third-party content. All credits go to its rightful owner including its copyright owner. It is also clarified that the use of any photograph on the website including the use of any photograph of any educational institute/ university is not intended to suggest any association, relationship, or sponsorship whatsoever between the company and the said educational institute/ university. Any such use is for representative purposes only and all intellectual property rights belong to the respective owners.

Get Homework Help Now!

+

a

+

Success

Assignment is successfully created

Error

Please add files or description to proceed