2. A masonry dam (sp.gr. = 2.4) of trapezoidal cross-section is 20 m high. It has a thickness of 2 m at the top and 14 m at the bottom as shown in the figure. Coef. of friction under the foundation is...


A masonry dam (sp.gr. = 2.4) of trapezoidal cross-section is 20 m high. It has a thickness of 2 m at the top and 14 m at the bottomas shown in the figure.Coef. of friction under the foundation is 0.80 and assuming there is hydrostatic upliftthat varies linearly from one-half the hydrostatic head at the upstream edgeof the dam to zero at the downstream edge.Determine


2. A masonry dam (sp.gr. = 2.4) of trapezoidal cross-section is 20 m high. It has a<br>thickness of 2 m at the top and 14 m at the bottom as shown in the figure. Coef.<br>of friction under the foundation is 0.80 and assuming there is hydrostatic uplift<br>that varies linearly from one-half the hydrostatic head at the upstream edge of<br>the dam to zero at the downstream edge. Determine<br>a) all forces acting on the dam;<br>b) the intersection of the resultant<br>pressure with the base;<br>c) the intensity of pressure at the heel<br>and at the toe<br>d) the factor of safety against sliding<br>and overturning;<br>e) if the dam is safe.<br>20m<br>10 m<br>2m<br>2 m<br>

Extracted text: 2. A masonry dam (sp.gr. = 2.4) of trapezoidal cross-section is 20 m high. It has a thickness of 2 m at the top and 14 m at the bottom as shown in the figure. Coef. of friction under the foundation is 0.80 and assuming there is hydrostatic uplift that varies linearly from one-half the hydrostatic head at the upstream edge of the dam to zero at the downstream edge. Determine a) all forces acting on the dam; b) the intersection of the resultant pressure with the base; c) the intensity of pressure at the heel and at the toe d) the factor of safety against sliding and overturning; e) if the dam is safe. 20m 10 m 2m 2 m

Jun 11, 2022
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