Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 19, Problem 19.1P

(a)

To determine

State whether the statement “drilled shafts also include large diameter driven piles” is true or false.

(a)

Expert Solution
Check Mark

Answer to Problem 19.1P

The given statement is false_.

Explanation of Solution

The drilled shafts are cylindrical and deep; cast-in-place concrete foundations are poured in these shafts and by drilling process; whereas driven piles are commonly driven into the ground in situ.

Hence, the drilled shafts do not include large diameter of driven piles.

Therefore, the given statement is false_.

(b)

To determine

State whether the statement “drilled shafts can be 500 mm in diameter” is true or false.

(b)

Expert Solution
Check Mark

Answer to Problem 19.1P

The given statement is false_.

Explanation of Solution

The drilled shaft diameter can range from 2 ft (609.6 mm) to 30 feet (9,144 mm). Thus, the drilled shafts cannot be in diameter of 500 mm.

Therefore, the given statement is false_.

(c)

To determine

State whether the statement “adhesion factor α in the unit skin friction in clays is larger for soft clays than stiff clays” is true or false.

(c)

Expert Solution
Check Mark

Answer to Problem 19.1P

The given statement is true_.

Explanation of Solution

The adhesion factor for stiff clays can range from 0.3 to 0.45, and the larger value of adhesion factor is used for soft clay due to its more unit skin friction.

Therefore, the given statement is true_.

(d)

To determine

State whether “drilled shafts in sands derive most of their load carrying capacity from the point resistance than the skin friction” is true or false.

(d)

Expert Solution
Check Mark

Answer to Problem 19.1P

The given statement is true_.

Explanation of Solution

The drilled shafts’ capacity is developed from the combination of end bearing and side shear. The side shear is correlated to the soil shear strength and in sands, the friction is less.

Therefore, the given statement is true_.

(e)

To determine

State whether the statement “when the settlement is 1% of the drilled shaft diameter, greater fraction of skin friction is mobilized than the point load in sands and clays” is true or false.

(e)

Expert Solution
Check Mark

Answer to Problem 19.1P

The given statement is true_.

Explanation of Solution

The arrangement of sands and clays was done during the initial drilling process rather than the end point. When 1% of settlement is achieved, the soil which is around the shaft gets mobilized much earlier than the end point.

Therefore, the given statement is true_.

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Students have asked these similar questions
A square hollow bar having an outside dimension of 250 mm by 250 mm with 6 mm thick is to be replaced by a soild circular bar. a. Determine the required diameter of bar so that the maximum shear stress in the bar will not exceed the maximum shear stress in the tube. b. If the computed value of diameter in the previous question increase by 15%, what is the new shear stress of the circular bar? Determine the angle of twist in degrees of the tube if the length of the tube is 1m and the shear modulus is 80 GPa. Use T=14 kN-m.
A very long steel drill pipe got stuck in hard clay at an unknown depth. The drill pipe was applied a large upward force and observed that the drill pipe came out elastically by 500 mm. It was also observed that there was elongation of 0.04 mm in a gauge length of 200 mm. Estimate the depth of hard clay bed. Following consideration may be taken into account: Resistance offered by all material/elements may be taken as zero.
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