Abstract
To control the seepage in the design of an earth dam, guidelines prescribe a high proportion of fines and high homogeneity of geotechnical characteristics in the material used for the dam core. However, on many occasions there is no material of this nature near the dam placement and, from an economic or environmental point of view, it is not possible to locate and transport material with good geotechnical characteristics close to the dam. This research demonstrated the possibility of using impermeable materials in earth dam cores, as well as soils considered unsuitable according to the classic recommendations and guidelines. For an optimized design, two situations are analyzed here. First, we examined the possibility of using soil with a marked difference in grain size as the core of the dam, each with homogeneous geotechnical properties. In this case, the optimal zoning of up to three types of materials was studied to ensure adequate seepage control. Second, we examined the use of soil with great geotechnical heterogeneity, which presents high permeability dispersion. In such a case, the conditions that would allow its use were studied via the of Montecarlo analysis. By maintaining the soil’s global heterogeneity, it was possible to study an unlimited disposition of layers of different permeability. In the first situation, the results showed that the most effective zoning for decreasing seepage flow corresponded with three vertically set materials. In this design, the most optimized zoning (minimal seepage flow rates) corresponded to the most impermeable soil situated downstream when water heights were under 90% of the height of the dam core. However, for maximum water height, more optimized cases corresponded to the intermediate permeability material located downstream. In the second situation, when heterogeneous materials were used to construct the impervious element of the dams, the Montecarlo analysis indicated that the seepage flow rates were limited to sufficiently low values despite the large dispersion of material permeability. In addition, the highest maximum hydraulic gradients were observed in the lowest lifts of the dam core and for situations in which the seepage flow rates were moderate and low.
Highlights
The construction of earth dams requires prior identification and availability of materials in areas close to dam sites, including a zoning study of the materials used for different parts of the dam, e.g., core, upstream/downstream shells, filters, drains, transitions, protections, etc
For case III, with water heights under 90% of the dam core height, the most effective zoning was obtained for subcases III-A and III-C
A Montecarlo analysis was generated with a total of 10,000 calculations carried out, obtaining in each of them the seepage path in the dam core, the seepage flow through the core and the maximum gradient produced in the core as a consequence of the circulating water flow
Summary
The construction of earth dams requires prior identification and availability of materials in areas close to dam sites, including a zoning study of the materials used for different parts of the dam, e.g., core, upstream/downstream shells, filters, drains, transitions, protections, etc.By having a zoned dam body, earth dams can allow for a better use of nearby available materials. The construction of earth dams requires prior identification and availability of materials in areas close to dam sites, including a zoning study of the materials used for different parts of the dam, e.g., core, upstream/downstream shells, filters, drains, transitions, protections, etc. On many occasions there are insufficient volumes of low-permeability materials in the dam site to cover the construction needs of the dam core. In these cases, resorting to distant quarries to transport low-permeability materials would be economically impractical and would generate an environmentally unsustainable construction effort. A zoning of the dam core could be strategically carried out by placing materials with low available permeabilities to optimize dam safety [1]
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