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**A water tank is to be constructed on the soil deposit shown in the figure below. A circular footing of diameter 3 m and depth of embedment 1 m has been designed to support the tank. The total vertical load to be taken by the footing is 1500 kN. Assume the unit weight of water as 10 kN/m3 and the load dispersion pattern as 2V:1H. The expected settlement of the tank due to primary consolidation of the clay layer is _______________ mm. - gate civil 2017**

1 Answer

**Q39 - gate civil 2017**

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**A square footing (2 m x 2 m) is subjected to an inclined point load, P as shown in the figure below. The water table is located well below the base of the footing. Considering one-way eccentricity, the net safe load carrying capacity of the footing for a factor of safety of 3.0 is _______________ kN. The following factors may be used - gate civil 2017**

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**A pile of diameter 0.4 m is fully embedded in a clay stratum having 5 layers, each 5 m thick as shown in the figure below. Assume a constant unit weight of soil as 18 kN/m3 for all the layers. Using -method ( = 0.15 for 25 m embedment length) and neglecting the end bearing component, the ultimate pile capacity (in kN) is ________________. - gate civil 2017**

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**Answer the given question(MATHS-CBSE-12-2018)**

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**Construction of a new building founded on a clayey soil was completed in January 2010. In January 2014, the average consolidation settlement of the foundation in clay was recorded as 10 mm. The ultimate consolidation settlement was estimated in design as 40 mm.**

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### Notes

**CE2251 SOIL MECHANICS**

**CE 2042 STORAGE STRUCTURES**

**CE2258 HYDRAULIC ENGINEERING LAB**

**CE2305 FOUNDATION ENGINEERING**

**CE2306 DESIGN OF RC ELEMENTS**

**CE 2402 ESTIMATION AND QUANTITY SURVEYING**

**CE2354 ENVIRONMENTAL ENGINEERING II**

**CE 2405 COMPUTER AIDED DESIGN & DRAFTING LABORATORY**

**CE2355 ENVIRONMENTAL AND IRRIGATION ENGINEERING DRAWING**

**CE2028 GROUND WATER ENGINEERING**

## A water tank is to be constructed on the soil deposit shown in the figure below. A circular footing of diameter 3 m and depth of embedment 1 m has been designed to support the tank. The total vertical load to be taken by the footing is 1500 kN. Assume the unit weight of water as 10 kN/m3 and the load dispersion pattern as 2V:1H. The expected settlement of the tank due to primary consolidation of the clay layer is _______________ mm. - gate civil 2017

Asked On2018-05-28 06:56:26 by:deepuckraj

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Download question setAnswers## The expected settlement of the tank due to primary consolidation of the clay layer is

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