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Lesson 7 - nptel

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modes, which are much different from those of a gravity dam. Hence, the design of an<br />

embankment dam is done in a different way than that of a gravity dam. In fact, the<br />

design procedures are targeted towards resisting the failure of an embankment dam<br />

under different modes, which are explained in the next section.<br />

4.7.1 Embankment dam and appurtenant structures-basic types<br />

and typical layouts<br />

An embankment dam, whether made of earth completely or of rock in-filled with earth<br />

core, has a trapezoidal shape with the shoulder slopes decided from the point of<br />

stability against the various possible modes of failure, discussed in section 4.7.2. The<br />

top crest is kept wide so as to accommodate roadway (Figure1). In order to check the<br />

seepage through the body of the dam, a number of variations are provided. For earthen<br />

embankment dams, these range from the following types:<br />

1. Homogeneous dam with toe drain (Figure 2)<br />

2. Homogeneous dam with horizontal blanket (Figure 3)<br />

3. Homogeneous dam with chimney drain and horizontal blanket (Figure 4)<br />

4. Zoned dam with central vertical core and toe drain (Figure 5)<br />

5. Zoned dam with central vertical core, chimney filter and horizontal blanket<br />

(Figure 6)<br />

6. Zoned dam with inclined core, chimney filter and horizontal blanket (Figure 7)<br />

Version 2 CE IIT, Kharagpur

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