Foundation Design: Principles and Practices (3rd Edition)
Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
bartleby

Concept explainers

Textbook Question
Book Icon
Chapter 2, Problem 2.1QPP

Classify the uncertainty associated with the following items as either aleatory or epistemic and explain your reason for your classification: average wind speed over a 30-day period, location of a certain applied load, change in strength of a soil caused by sampling method, capacity determined by a certain analysis method, magnitude of live load caused by vehicles traveling on a bridge, soil shear strength as measured by a certain method.

Expert Solution & Answer
Check Mark
To determine

Whether the uncertainty associated with the given items is aleatory or epistemic.

Explanation of Solution

Introduction:

The uncertainty is categorized into two parts, that is, aleatory and epistemic. The aleatory uncertainties have inherent random nature. These can never be eliminated but can be reduced by increasing the number of samples.

The epistemic uncertainties arise due to the lack of complete knowledge of the processes or systems or due to errors made in the testing. These can be eliminated or reduced by acquiring better knowledge and improving the testing methods to reduce the errors.

The uncertainty in determining the average wind speed over a 30 day period is aleatory as the wind speed is of random nature. Not only can it vary daily but can even vary hourly.

The uncertainty in determining the location of a certain applied load is epistemic as the location of the applied load is not random, but the variation between the calculated value and the actual value will arise due to an error in conducting the tests or due to lack of sufficient knowledge of the system.

The uncertainty in the change in the strength of soil caused by the sampling method is aleatory as the soil’s strength keeps on varying.

The uncertainty in determining the capacity by a certain analysis method is epistemic as the uncertainty arises due to the lack of knowledge of the method to be used or due to the inaccurate testing. The uncertainty can be reduced by either accurately performing the test or by improving the knowledge of the method.

The uncertainty in determining the magnitude of the live load caused by vehicles traveling on a bridge is epistemic as the uncertainty can be reduced by performing the test correctly or by improving the information or knowledge of the process.

The uncertainty in determining the soil’s shear strength by a certain method is aleatory as the shear strength of the soil is random because it depends on various factors such as the nature of the soil and thus, it cannot be determined accurately even if the test is performed correctly.

Conclusion:

The types of uncertainties associated with the given items are mentioned above.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
06:08
Students have asked these similar questions
(a) Determine the Nataf model for the joint PDF fxx, (xx) of the basic (physical) random variables X₁ and X, with marginal PDF's fx(x)=e, 0≤x (Exponential distribution) fx₁ (x2)=x2e-0.5x, 0≤x (Rayleigh distribution) and correlation coefficient Pxx=0.50 Note: Use Table 6 of paper by Liu and Der Kiureghian, 1986. (b) Generate a 3D surface plot and contour plot of the joint PDF fxx, (x,x) using Matlab or any other software of your choice. (c) What is the standard deviation of X2? (d) Construct a transformation from the physical X space (defined by random variables X, and X,) to the standard normal U space (defined by the statistically independent standard normal random variables (U, and U₂), i.e., U=T(X). Also describe the inverse transform X=T(U) and the Jacobian matrices J = ди θα and Ju Ox ди (e) According to the inverse transformation X = T¹ (U) and using Matlab, generate 1,000 samples from the Nataf joint PDF fxx, (x1,x2) derived in part (a). Start by generating samples of U using a…
Based on the results obtained, comment on the relative importance of the body and the tails of thedistributions of R and S on the probability of failure with increasing central safety factor CSF .
1. The beam is supported by a roller constraint at B, which allows vertical displacement but resists axial load and moment. If the bar is subjected to the loading shown and constant El (L = 12 ft, E = 3100 ksi, I = 1728 in (rectangular section 12"x12"), w = 1 klf). Caution: pay attention to unit conversion between ft and in) x W B a. Sketch the deflected shape. L b. Determine the equations of the slope and the elastic curve using the coordinate x. First, solve this problem parametrically, and then substitute the numerical values for L, E, I, w at the end. There will be a significant penalty for solutions that do not calculate the slope and deflection as parametric functions. c. Specify the slope (in radians) at point A (parametrically and numerically). d. Specify the vertical displacement at point B (parametrically and numerically).

Additional Engineering Textbook Solutions

Find more solutions based on key concepts
The ____________ is always transparent.

Web Development and Design Foundations with HTML5 (8th Edition)

Word Separator Design a program that accepts as input a sentence in which all of the words are run together, bu...

Starting Out with Programming Logic and Design (5th Edition) (What's New in Computer Science)

True or False: You terminate a method header with a semicolon.

Starting Out with Java: From Control Structures through Objects (7th Edition) (What's New in Computer Science)

Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Principles of Geotechnical Engineering (MindTap C...
Civil Engineering
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Cengage Learning
Text book image
Fundamentals of Geotechnical Engineering (MindTap...
Civil Engineering
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Construction Materials, Methods and Techniques (M...
Civil Engineering
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:Cengage Learning
Text book image
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781305081550
Author:Braja M. Das
Publisher:Cengage Learning