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Engineering geology maps

I AEG, 1981. Rock and soil description and classification for engineering geological mapping. Int. Assoc. Eng. Geol. Bulletin. 24 235-274. [Pg.38]

The Unesco Press, 1976. Engineering geological maps A guide to their preparation. Paris Unesco Press. [Pg.39]

Dearman, W.R. 1991. Engineering Geological Maps. Butterworths-Heinemann, Oxford. [Pg.554]

Anon. 1976. Engineering Geology Maps. A guide to their Preparation. UNESCO, Paris. [Pg.559]

Soule, J.M. 1980. Engineering geologic mapping and potential geologic hazards in Colorado. Bulletin International Association of Engineering Geology, 21,121-131. [Pg.572]

Step D Engineering geological map is prepared by prehminary investigation. The map should contain the information on basement geology, main faults and weak layers, main joint sets, loosen deposit such as debris, talus deposit, loess and tephra. Water spring is also important as shown in Figure 5. [Pg.193]

Chacon, J., Irigaray, C., Fernandez, T., Hamdouni, R.E. 2006. Engineering geology maps landshdes and geographical information systems. Bulletin of Engineering Geology and the Environment 65(4) 341-411. [Pg.222]

Figure 1. Engineering geologic map showing the location of Mahe colluvium. Figure 1. Engineering geologic map showing the location of Mahe colluvium.
Figure 2. Engineering geological map and cross sections of studied quarry. Figure 2. Engineering geological map and cross sections of studied quarry.
To determine the detail geologic properties of studied quarry, samples were taken from different points in the quarry. As a result of microscopic analysis performed on these samples, studied quarry included five main rock types. These rocks were massive limestone (Kl), crystallize limestone (K2), arkosic sandstone (K3), quartz sandstone (K4) and intrusive diabase (K5). To observe the distribution of these rocks in the quarry, firstly, 1/3000 scales of engineering geology map were prepared. Afterwards, cross sections were made according to this map to display the relation of different rock types (Fig. 2). [Pg.406]

Anon. 1979. Classification of rocks and soils for engineering geological mapping, part 1 Rock and soil materials. Bultinl Association Engineering Geology, 19 355-371. [Pg.432]

Reading engineering geological maps and sections, as well as profiles and maps, sounding profiles and section-maps (master level) ... [Pg.559]

In Spain, the first two weeks are devoted to the feasibility project with the preparation of an engineering geological map of an area, the assessment of the geotechnical properties of the rock and soil units distinguished and the predictions of geo-hazards related to the feasibility projects. The first three days are reserved for a geological excursion to introduce the fieldwork area and instructions on field classification of soil and rock masses. Then, students survey and explore their allocated fieldwork area. They record observations relevant to the theme of their... [Pg.165]

The Milton Keynes engineering geological mapping project provided valuable experience and lessons for future similar studies. Importantly, the study enabled EGU to develop the principles on which later engineering geological maps were produced and highlighted the need for good subsurface data. [Pg.258]


See other pages where Engineering geology maps is mentioned: [Pg.312]    [Pg.368]    [Pg.369]    [Pg.369]    [Pg.554]    [Pg.559]    [Pg.236]    [Pg.386]    [Pg.405]    [Pg.406]    [Pg.434]    [Pg.467]    [Pg.860]    [Pg.164]    [Pg.165]    [Pg.236]    [Pg.245]    [Pg.245]    [Pg.257]    [Pg.258]    [Pg.258]    [Pg.258]    [Pg.258]   
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