KINDLY GET THE REAL ANSWER WITH EXPLAIN STEPGiven that B =1 m, L = 3 m, and Q = 110 kN, the soil characteristics given in the figure are Cs = 1/5 Cc, Ꝺ’c= 40 kN/m2. Field monitoring indicated that the foundation settlement was 19 mm during the first 12 months. Estimate the average stress increase in the clay layer due to the applied load. Estimate the primary consolidation settlement. What is the degree of consolidation after 12 months? Estimate the coefficient of consolidation for the pressure range. Estimate the settlement in 24 months. Load -QBXL1.5 my- 15 kN/mGroundwater table1.5 mYou- 18 kN/m*- 35%G,- 2.7, LL. - 382.5 mOSand Clay (normally oonsolidated)

Given Data : B =1 m L = 3 m, and Q = 110 kN, Cs = 1/5 Cc, Ꝺ’c= 40 kN/m2.

Answered: Given that B =1 m, L = 3 m, and Q = 110…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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KINDLY GET THE REAL ANSWER WITH EXPLAIN STEP

Given that B =1 m, L = 3 m, and Q = 110 kN, the soil characteristics given in the figure are C_s = 1/5 C_c, Ꝺ’c= 40 kN/m². Field monitoring indicated that the foundation settlement was 19 mm during the first 12 months.

Estimate the average stress increase in the clay layer due to the applied load.
Estimate the primary consolidation settlement.
What is the degree of consolidation after 12 months?
Estimate the coefficient of consolidation for the pressure range.
Estimate the settlement in 24 months.

Load -Q
BXL
1.5 m
y- 15 kN/m
Groundwater table
1.5 m
You- 18 kN/m
*- 35%
G,- 2.7, LL. - 38
2.5 m
OSand Clay (normally oonsolidated)

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