(a)
State whether the statement “thinner the wall, the higher is the area ratio of a sampling tube” is true or false.
(a)
Answer to Problem 12.1P
The given statement is
Explanation of Solution
Show the expression for the area ratio.
Here,
As per the formula, the area has the direct proportional relationship with the value of
The formula denotes if the wall thickness of the sampling tube is high, the area ratio will be higher and vice versa.
Hence, the given statement is
(b)
State whether the statement “samples recovered from the split-spoon samplers are highly disturbed” is true or false.
(b)
Answer to Problem 12.1P
The given statement is
Explanation of Solution
Split-spoon samplers are used to obtain representative samples suitable for the field examination of soil texture and fabric. The samples obtained by this process are highly disturbed.
Hence, the given statement is
(c)
State whether the statement “
(c)
Answer to Problem 12.1P
The given statement is
Explanation of Solution
Express the relationship between standard penetration numbers
In
Thus, the value of
Hence, the given statement is
(d)
State whether the statement “
(d)
Answer to Problem 12.1P
The given statement is
Explanation of Solution
Express the relationship between the effective overburden pressure
Here,
The value of
The value of
The value of
Hence, the given statement is
(e)
State whether the statement “vane shear test can be carried out in sands” is true or false.
(e)
Answer to Problem 12.1P
The given statement is
Explanation of Solution
The un-drained shear strength of soft clay is estimated directly by the Vane shear test. Reliable results only in medium stiff clays and soft clays are obtained from the field vane shear test.
Vane shear test is valid for only cohesive soil and it is not suitable for clays which contain sand or silt laminations in it.
Hence, the given statement is
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Chapter 12 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
- A pressure force of P = 75 kN is applied to the rectangular prism shaped test sample with dimensions a = 20 mm, b = 30 mm, c = 20 mm, within the limits of proportionality. After loading, the measured changes in sample dimensions are Aa = -0.012 mm, Ab = 0.005 mm. Calculate the normal stress (o,) on the prism. Calculate the transverse strain (ɛz) and the longitudinal strain (ɛy). Calculate the Poisson's ratio (v) and the modulus of elasticity (E) of the material. Calculate the change in length (Ac), along the x -axis. SOLUTIONarrow_forwardProblem 3) Shown below is a cross-section through a soil layer. A Shelby tube sample was taken from a depth of 25 ft. The sample was extruded in a laboratory, thus subjected to zero total stress. Assume Ko = 0.5 and Ā = -0.1, determine the effective stress on the sample after extrusion. Use the basic Skempton (1954) and Ladd and Lambe (1963) approach to determine the change in pore pressure.arrow_forwardd) An oedometer test was also performed on a (saturated) reconstituted sample obtained at the site. The initial void ratio was calculated as 1.005 and the initial sample height was 20 mm. The following measurements were reported for each of the 24-hr stress increments: Table 4. Oedometer test measurements Normal stress (kPa) 1.5 13 26 52 104 208 416 Change in sample height (mm) 0.419 0.199 0.229 0.209 0.208 0.199 Plot the evolution of the void ratio resulting from the data above using semi-logarithmic axes (i.e. produce an e-log o'y plot). Is there anything you can comment on the stress history and consolidation state of the soil?arrow_forward
- Q. Triaxial test.arrow_forwardFind the angle of internal friction for the sand specimen, if the deviator stress at failure is 100kPa, the cell pressure is 50kPa.if the sample is a dry sand specimen put through a triaxial test. A 30' в 15° C 45' D 37'arrow_forwardIf the two temperature readings of softening point test are (50.0 and 50.5)°C, the softening point of the specimen *arrow_forward
- solve the problem given in the image provided.arrow_forwardJ1arrow_forward3. In a drained tri-axial test, a specimen is confined under pressure and axially loaded until failure. The failure conditions of the specimen are analyzed for shear strength. What is the value of the minor principle stress? Half the value of the major principle stress Twice the value of the major principle stress . The same as the confining pressure The same as the cohesion value ● ● ●arrow_forward
- 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.arrow_forwardGive me right solution according to the question... Otherwise leave it.. don't give me wrong solution I don't have time... Than youarrow_forwardIn Triaxial test, which of the following parameters do not need to be recorded the confining pressure specimen diameter changes ) the generated pore pressure the axial force A Triaxial test was performed on a dry, cohesionless soil. If the sample failed vhen the minor principal stress was half of the major principal stress, the soil's angle of internal friction is: O 22.5 19.5 33.3 O 25 A technician obtained a soil void ratio of 1.5. It is okay because it is possible to measure void ratio values above 1. True False |arrow_forward
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