Please help.. Triaxial test is another method or test of determining shear strength of a soil, explain in brief the formulae that are used and compare the two and indicate what is the difference in the information derived from thetwo tests. Thank you..

Please help.. Triaxial test is another method or test of determining shear strength of a soil, explain in brief the formulae that are used and compare the two and indicate what is the difference in the information derived from thetwo tests. Thank you..

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Natural Soil Deposits And Subsoil Exploration

Section: Chapter Questions

Problem 3.19P

See similar textbooks

Related questions

Q: Explain the procedure for doing the stress test of sample soil?

A: Brief Concept Introduction- Stress test of sample soil- Stress is determined using the Triaxial…

Q: Determine the relative density of the sand in the field.

Q: In determining the effective stress parameters of a soil sample, which test is preferable,…

A: Both the test , consolidated undrained(CU) test and consolidated drained(CD) test are used for…

Q: For the first series of tests, no drainage of pore water occurs, either when the normal load is…

A: Triaxial shear strength test on soil is used to measure the mechanical properties of the soil. In…

Q: Describe about the Shear Strength of Clay Related to Triaxial Testing.

A: Triaxial test is defined as the test which is used for measurement of properties of soil. The shear…

Q: A very long steel drill pipe got stuck in hard clay at an unknown depth. The drill pipe was applied…

Q: Find the Ultimate Compressive Strength and Undrained Shear Strength of soil.

A: Given Data:Diameter=87.26mmLength=116.87mmMass of sample=1044.95gmLoad dial=1.92N/DivDef dial=0.001…

Q: Explain how the Mohr-Coulomb failure criterion is used to determine soil shear strength?

A: The Mohr-Coulomb theory of soil mechanics is a basic tool for determining the mechanical strength of…

Q: What is unconsolidated-un drained test? Explain the practical applications of CD analysis of Clay

A: The Unconsolidated-Undrained Test involves subjecting the soil mass to a confining pressure in a…

Q: Three specimens of clay having a small air-void content were tested in the shear box. Shear loading…

A: Solution:- Given data:- Normal stress (kN/m2) 145 241 337 Shear stress (kN/m2) 103 117 131…

Q: Consider a soil that is being placed as a fill and compacted using a sheepsfoot roller (a pieceof…

A: Their are several roller which are suitable for a particular type of soil in compacting. Compaction…

Q: sample of dry sand is tested in direct shear. The shear box holding the sample has a circular cross…

Q: unconfined compression test pls write a discussion on my result. from my three (3) specimen data I…

A: The unconfined compressive strength of soil specimen qu = 3000 KN/m^2. Shear strength of soil , T=…

Q: A technician obtained a soil void ratio of 1.5. It is okay because it is possible to measure void…

A: Void ratio is defined as volume of voids divided by volume of soil solids. i.e, void ratio (e) = Vv…

Q: Provide a brief description of the term stress path as related to stress conditions in a soil mass.

A: Throughout the loading and unloading the stress path can be used to display the succeeding stress…

Q: Mass of Soil Sieve Opening Sieve # on each Sieve Size (g) 4 4.76 8 45 2.38 10 65 2.0 20 92 0.84 40…

Q: Using the suitable diagram, describe the types of stresses in the soil ? b) Explain What is the…

A: There are three types of stresses in soil mass, they are Total stress, Pore water stress, and…

Q: The following results were obtained from a liquid limit test on a clay using the Casagrande cup…

A: Given data Number Of Blows Water Content (%) 6 52.5 12 47.1 20 43.2 28 38.6 32…

Q: 24.A series of consolidated, undrained triaxial tests were carried out on specimens of a saturated…

A: Note - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Q: Example: A series of conventional consolidated-undrained triaxial compression tests carried out on…

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: For an unconfined compressive strength test on a soil having USCS classification of CH and sample…

Q: Atterberg limits of a soil sample are given: LL:55% and PL:25%. Give the name of the soil typle…

A: Liquid limit, LL=55%Plastic limit, PL=25% Given that:

Q: Is it necessary to do stress test of soil in CBR? If so explain in detail about its necessity in…

A: Brief Concept- CBR Test- The California Bearing Ratio Test is a penetration test used to determine…

Q: Use the plot and find pre-consolidation pressure (past maximum vertical effective stress) pe…

A: "Since you have posted a question with multiple subparts, we will solve the first three subparts for…

Q: Q1.(b) Does the penetration test value has any impact on other bitumen tests values? If yes ,…

A: The penetration study evaluates the bitumen toughness or smoothness by determining the depth in…

Q: The dimensions of a soil sampler are given in the table. Parameter Inside diameter (mm) Outside…

Q: Aerial view of fault line Legend Image shows the outcrop of a tault, visible from the breaks in beds…

A: 1.It is strike slip fault.

Q: Identify the in situ test that is good for estimating Elastic Modulus of Soil. Standard Penetration…

A: The elastic modulus of soil or young's modulus of soil is an elastic soil parameter, which is used…

Q: Define the term critical void ratio.

A: When a sample of sand is either in loose state or in dense state, when acted upon by shearing stress…

Question

100%

Please help..

Triaxial test is another method or test of determining shear strength of a soil, explain in brief the formulae that are used and compare the two and indicate what is the difference in the information derived from thetwo tests.

Thank you..

AI-Generated Solution

AI-generated content may present inaccurate or offensive content that does not represent bartleby’s views.

Unlock instant AI solutions

Tap the button
to generate a solution

Click the button to generate
a solution

SEE SOLUTION

Similar questions

Solve and explain mention answer also
Q12 Please provide justified answer asap to get a upvote
I need the answer as soon as possible
Explain the procedure for doing the stress test of sample soil?
please write details down. Give me right solution, please give me a,b and c answers in detailed
I need the answer as soon as possible
unconfined compression test pls write a discussion on my result. from my three (3) specimen data I got the same result which is Unconfined compressive strength of the soil, qu = 3000 kN/m2 qu = 3000 kN/m2 and Shear strength of the soil, cu = qu/2 = 1500 kN/m2
What is unconsolidated-un drained test? Explain the practical applications of CD analysis of Clay. Both answers should be in your own words
please help me... If a soil sample tested in a direct shear box of 60 mm by 60 mm and the maximum readings for normal loads of 0.3, 0.5 and 1.0kN were 202, 265 and 511 kN, determine the strength parameters corresponding to effective stress. Please find: 1) UU test; Unconsolidated Untrained (Q-test or quick test) 2) CD test; Consolidated Drained ( S-test or slow test) 3) CU test; Consolidated Untrained (R-test) 4) UC test; Unconfined Compression (σ_3=0) Thank you..
24.A series of consolidated, undrained triaxial tests were carried out on specimens of asaturated clay under no backpressure. The test data at failure are summarized:Confiningpressure (kPa) Deviator stress(kPa) Pore waterpressure (kPa) 150 192 80300 341 154450 504 222 a. Draw the Mohr circles and find the cohesion and friction angles in terms of effectivestresses.b. Compute Skempton’s A- parameter at failure for all three specimens.c. Is the soil normally consolidated or over consolidated? Why?d. Another specimen of the same day that was consolidated under a cell pressure of 250 kPa wassubjected to a consolidated, drained tri axial test. What would be the deviator stress at failure?
Q_ civil.
Subject : Geotechnical Engineering Please I don't have much time... Kindly give me right solution... Urgent please