The old building (A) is to be removed and replaced by a new building (B), as shown in the Figure. The vertical pressure at the centre of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m and 23.3 kN/m² respectively. Find:- 1. O.C.R after removing building (A). (Ans: OCR = 1.198) 2. The void ratio (e) of the clay layer immediately after removing building (A). (e= 0.7977) 3. Time required to achieve half the final consolidation settlement of building (B). (25.09 years) Old building (A) 2m Sand, Yary= 15 kN/m² W.T. Clay Yaar - 20 kN /m, , = 0.81 8m C= 0.2, C, - 0.04,G -0.5 m/yr Rock

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The old building (A) is to be removed and replaced by a new building (B), as shown in the Figure.
The vertical pressure at the centre of the clay layer from the building (A) and building (B) is equal to
13.64 kN/m and 23.3 kN/m² respectively. Find:-
1. O.C.R after removing building (A). (Ans: OCR =1.198)
2. The void ratio (e) of the clay layer immediately after removing building (A). (e = 0.7977)
3. Time required to achieve half the final consolidation settlement of building (B). (25.09 years)
Old building (A)
2m
Sand, Yary= 15 kN/m?
W.T.
Clay
Yat - 20 kN /m, e, - 0.81
C- 0.2, C, = 0.04, c, = 0.5 m²/yr
8m
Rock
Transcribed Image Text:The old building (A) is to be removed and replaced by a new building (B), as shown in the Figure. The vertical pressure at the centre of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m and 23.3 kN/m² respectively. Find:- 1. O.C.R after removing building (A). (Ans: OCR =1.198) 2. The void ratio (e) of the clay layer immediately after removing building (A). (e = 0.7977) 3. Time required to achieve half the final consolidation settlement of building (B). (25.09 years) Old building (A) 2m Sand, Yary= 15 kN/m? W.T. Clay Yat - 20 kN /m, e, - 0.81 C- 0.2, C, = 0.04, c, = 0.5 m²/yr 8m Rock
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