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The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. 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 The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. 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 The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. Can you explain this answer?.

Solutions for The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.

Here you can find the meaning of The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. Can you explain this answer?, a detailed solution for The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. Can you explain this answer? has been provided alongside types of The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice The soil profile at a road construction site is as shown in figure (not to scale) A large embankment is to be constructed at the site. The ground water table (GWT) is located t the surface of the clay layer. And the capillary rise in the sandy soil is negligible. The effective stress at the middle of the clay layer after the application of the embankment loading is 180 kN/m2. Take unit weight of water γw = 9.81 kN/m3.The primary consolidation settlement (in m round off to two decimal places) of the clay layer resulting from this loading will be _______.Correct answer is between '0.328,0.334'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.