(c) Under which conditions could a "block failure" mechanism provide a "reasonable" prediction for the bearing capacity of a pile croup? (d) Briefly describe the philosophy behind the Eurocode 7 design approaches with load factors. Why is this different compared to the conventional, overall safety factor approach? (e) Give an example of a "plane strain" and an "axi-symmetric" geotechnical problem. Why is "plane strain" 2D modelling still popular in geotechnics?
(c) Under which conditions could a "block failure" mechanism provide a "reasonable" prediction for the bearing capacity of a pile croup? (d) Briefly describe the philosophy behind the Eurocode 7 design approaches with load factors. Why is this different compared to the conventional, overall safety factor approach? (e) Give an example of a "plane strain" and an "axi-symmetric" geotechnical problem. Why is "plane strain" 2D modelling still popular in geotechnics?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer all parts in one hour
![(c)
Under which conditions could a "block failure" mechanism provide a
"reasonable" prediction for the bearing capacity of a pile croup?
(d) Briefly describe the philosophy behind the Eurocode 7 design
approaches with load factors. Why is this different compared to the
conventional, overall safety factor approach?
(e)
Give an example of a "plane strain" and an "axi-symmetric"
geotechnical problem. Why is "plane strain" 2D modelling still popular
in geotechnics?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6cbd1578-e232-4322-be0c-e9009f62370e%2F63ec46ab-3656-437c-8705-fdc760458162%2Fmmmqqw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:(c)
Under which conditions could a "block failure" mechanism provide a
"reasonable" prediction for the bearing capacity of a pile croup?
(d) Briefly describe the philosophy behind the Eurocode 7 design
approaches with load factors. Why is this different compared to the
conventional, overall safety factor approach?
(e)
Give an example of a "plane strain" and an "axi-symmetric"
geotechnical problem. Why is "plane strain" 2D modelling still popular
in geotechnics?
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