below: Compute the volume of excavation and backfilling considering 25% compaction using the detail a. Footing size: 1800 x 2500mm b. Footing Depth: 4.5m below the NGL with 150mm thk 3/4" angular shape gravel bedding C. Footing thickness: 450mm d. Column size: 450 x 450mm e. No. of Footings: 6 sets f. Added formworks: 250mm
below: Compute the volume of excavation and backfilling considering 25% compaction using the detail a. Footing size: 1800 x 2500mm b. Footing Depth: 4.5m below the NGL with 150mm thk 3/4" angular shape gravel bedding C. Footing thickness: 450mm d. Column size: 450 x 450mm e. No. of Footings: 6 sets f. Added formworks: 250mm
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.14P: Redo Problem 16.13 with the following data: gross allowable load = 184,000 lb, = 121 lb/ft3, c = 0,...
Related questions
Question
Answer asap. use cubic meter for final answer
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 4 steps with 4 images
Knowledge Booster
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.Recommended textbooks for you
Principles of Geotechnical Engineering (MindTap C…
Civil Engineering
ISBN:
9781305970939
Author:
Braja M. Das, Khaled Sobhan
Publisher:
Cengage Learning
Principles of Geotechnical Engineering (MindTap C…
Civil Engineering
ISBN:
9781305970939
Author:
Braja M. Das, Khaled Sobhan
Publisher:
Cengage Learning