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A soil profile at a certain location is as shown in the figure. A rigid circular foundation of 4 m diameter rests on the sand. The contact pressure at the underside of the foundation is 115 kN/m2. The average compression index of the clay is 0.3 for the stress range encountered. The ultimate settlement in mm of the foundation assuming 45° load distribution is (round up to 1 decimal place)a)26.6b)27.2Correct answer is between '26.6,27.2'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A soil profile at a certain location is as shown in the figure. A rigid circular foundation of 4 m diameter rests on the sand. The contact pressure at the underside of the foundation is 115 kN/m2. The average compression index of the clay is 0.3 for the stress range encountered. The ultimate settlement in mm of the foundation assuming 45° load distribution is (round up to 1 decimal place)a)26.6b)27.2Correct answer is between '26.6,27.2'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A soil profile at a certain location is as shown in the figure. A rigid circular foundation of 4 m diameter rests on the sand. The contact pressure at the underside of the foundation is 115 kN/m2. The average compression index of the clay is 0.3 for the stress range encountered. The ultimate settlement in mm of the foundation assuming 45° load distribution is (round up to 1 decimal place)a)26.6b)27.2Correct answer is between '26.6,27.2'. Can you explain this answer?.

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Here you can find the meaning of A soil profile at a certain location is as shown in the figure. A rigid circular foundation of 4 m diameter rests on the sand. The contact pressure at the underside of the foundation is 115 kN/m2. The average compression index of the clay is 0.3 for the stress range encountered. The ultimate settlement in mm of the foundation assuming 45° load distribution is (round up to 1 decimal place)a)26.6b)27.2Correct answer is between '26.6,27.2'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of A soil profile at a certain location is as shown in the figure. A rigid circular foundation of 4 m diameter rests on the sand. The contact pressure at the underside of the foundation is 115 kN/m2. The average compression index of the clay is 0.3 for the stress range encountered. The ultimate settlement in mm of the foundation assuming 45° load distribution is (round up to 1 decimal place)a)26.6b)27.2Correct answer is between '26.6,27.2'. Can you explain this answer?, a detailed solution for A soil profile at a certain location is as shown in the figure. A rigid circular foundation of 4 m diameter rests on the sand. The contact pressure at the underside of the foundation is 115 kN/m2. The average compression index of the clay is 0.3 for the stress range encountered. The ultimate settlement in mm of the foundation assuming 45° load distribution is (round up to 1 decimal place)a)26.6b)27.2Correct answer is between '26.6,27.2'. Can you explain this answer? has been provided alongside types of A soil profile at a certain location is as shown in the figure. A rigid circular foundation of 4 m diameter rests on the sand. The contact pressure at the underside of the foundation is 115 kN/m2. The average compression index of the clay is 0.3 for the stress range encountered. The ultimate settlement in mm of the foundation assuming 45° load distribution is (round up to 1 decimal place)a)26.6b)27.2Correct answer is between '26.6,27.2'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice A soil profile at a certain location is as shown in the figure. A rigid circular foundation of 4 m diameter rests on the sand. The contact pressure at the underside of the foundation is 115 kN/m2. The average compression index of the clay is 0.3 for the stress range encountered. The ultimate settlement in mm of the foundation assuming 45° load distribution is (round up to 1 decimal place)a)26.6b)27.2Correct answer is between '26.6,27.2'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.