I need detailed explanation solving this exercise from Foundation Engineering, step by step please. 1. Both driven piles and drilled shafts are deep foundations. Under what conditions would you choose to use a drilledshaft instead of driven piles? Be as specific as possible. <2021>2. What and how would construction-related factors affect the bearing capacity and load transfer of drilled shaftfoundations using the slurry method? List and discuss as many relevant factors as you can. <2021>3. Regarding drilled shaft foundation: (A) Briefly but clearly describe the construction of drilled shafts using the casingmethod. (B) What is the purpose of using the casing? <2022>4. Regarding drilled shaft foundation: (A) Briefly but clearly describe the construction procedure of drilled shaftsusing the slurry method. Be sure to indicate what is the so-called "slurry" made of. (B) How would construction-related factors affect the bearing capacity and load transfer of drilled shaft foundations using the slurry method?Are there any means to mitigate them? List and discuss as many relevant factors as you can. <2023>

3. (A) Construction of Drilled Shafts Using the Casing Method:The casing method of drilled shaft…

Answered: 1. Both driven piles and drilled shafts…

Construction Materials, Methods and Techniques (MindTap Course List)

4th Edition

ISBN:9781305086272

Author:William P. Spence, Eva Kultermann

Publisher:William P. Spence, Eva Kultermann

Chapter6: Foundations

Section: Chapter Questions

Problem 6RQ

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1. We typically use load tests or pile driving formulas to test driven piles, because they are precast. List all the typical tests that are recommended on drilled shafts in order to ensure they are properly installed and ready to be integrated with the rest of the structure. 2. In case that a test drilled shaft fails, i.e. shows lower capacity than the one you have predicted in your design, what would you do?
What are the main differences between driven piles and drilled shafts in soil? Explain in terms of their construction, installation process, and load-bearing capacity. (Refer to chapter 13 of the textbook)
Please answer all questions.... Short answers
Read the question carefully and give me answer according to the question Describe situations in which drilled shafts would be preferable to driven pile foundations
1. What are two main types of deep foundations considering the installation method? 2. What information about piles can be obtained from static load test? 3. Describe how is Osterberg Cell used in pile testing. 4. What are the 3 different settlement parts (causes or mechanisms) that Davisson's method uses?
Please answer this question: * Regarding drilled shaft foundation: Briefly but clearly describe the construction of drilled shafts using casing method. What is the purpose of using the casing?
In piling works, normally founding levels of bored piles are defined by using total core recovery or rock quality designation (RQD). Are there any problems with such specification?
Why would it be inappropriate to design a drilled shaft using a static analysis method developed for driven piles?
Please briefly describe the main procedure of the construction of sunk well foundation. What are the causes to lead the tilt or deflection during the installation, and how to treat the tilt or deflection?
You designed/recommended a shallow foundation system, City’s engineer rejects your design and asks for piles instead of shallow foundations. What do you do? (Select only one of these: 1- accept, 2- Re-evaluate, 3-send backup calculations) Please let me know if there is a reference to study these types of geotechnical conceptual questions
The procedure of designing spread footing foundations on the basis of field exploration data (standard penetration test, cone penetrometer results, etc.) offers some practical benefits. What are the advantages of this method?
State the method to determine the N-value of soil and the normal N-value required for supporting friction piles

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