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Mapping calcretes in Inhambane province, Mozambique, for use in road construction

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Abstract

Calcretes have been used extensively in southern Africa, and elsewhere, for low-volume road construction. In Inhambane province of Mozambique, naturally occurring gravels are rare and calcrete is used wherever it is known to occur in reasonable proximity to the road network. While considerable research and development has been undertaken in Botswana, Namibia, and South Africa on the prospecting and engineering usage of calcrete, little work has been undertaken in Mozambique. Remote sensing and field probing, followed by trial pitting and laboratory testing were undertaken in order to locate hitherto unknown deposits of calcrete and to test its basic engineering properties for use in road construction. The findings from other parts of southern Africa were examined in terms of their applicability to Inhambane province, and the locations of existing calcrete borrow pits were examined to determine whether they had common geographical attributes that could assist in the identification of new sources. The study led to the discovery of approximately 20 locations of calcrete potential. Thirteen of these were investigated using trial pits, and ten of these yielded calcrete. A list of additional sites within the vicinity of the road network was developed from remote sensing. The occurrence of calcrete appears to be quite localised within the province and its location is governed by very subtle changes in topography and drainage regime, some of which may be inherited from past climate and environmental factors that are no longer apparent.

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Notes

  1. Desert and semi-desert climates according to the Köppen-Geiger climate classification reproduced, for example, in Kotek et al. (2006).

  2. A maximum plasticity index (PI) of 6 % and narrow grading envelope (AASHTO M-145, ASTM D1241, TRL 1993) and a minimum 4-day soaked CBR of 80 % at 98 % BS 1377-4 heavy compaction (TRL 1993).

  3. A maximum PI of 15 % and a minimum 4-day soaked CBR of 60 % at M AASHO.

  4. Less than 500 vehicles per day [up to 0.2 million ESA (Equivalent Standard Axles)].

  5. A maximum PI of 25 % and minimum CBR of 40 % at 98 % compaction (BS 1377-4 Heavy; AASHTO T-180) for 0.3 million ESA.

  6. Sprayed bituminous surfacing using graded natural gravel rather than single-sized crushed rock.

  7. On the 1:2 million scale geological mapping (Oberholzer 1968) this outcrop is shown as Undifferentiated and lower Tertiary in age. On the 1:250,000 scale geological mapping (Trigo Mira 1963), it is shown as Chicolane Formation and Mio/Pliocene in age. Lächelt (2004) ascribes the age of the Mazamba Formation to lower Miocene.

  8. The Chengane River forms the border between Inhambane province and Gaza province to the west.

  9. The Funhalouro Graben is described as a local sub-structure of the Mazunga Graben (Ferro and Bouman 1987), though Cílek (1989) shows them as different structures, with the latter structure further to the east (Fig. 5).

  10. These species were identified by visual observation on site and were not verified by a botanist.

  11. Empirical relationship describing particle size distribution based on percentage passing 2.0, 0.425 and 0.075 mm sieves.

  12. Generally the LGM is considered to have been 15–25 Ka BP (Ray and Adams 2001).

  13. Adams and Post (1999) describe how global soil carbon storage is estimated to have been approximately 50 % greater during the LGM than at present.

  14. Further details on the mapping of carbonates from digital remote sensing analysis can be found, for example, in Knepper and Simpson (1992) and Yang et al. (2000).

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Acknowledgments

This work was undertaken on behalf of the Transport Research Laboratory (TRL), UK, and within the framework of the Africa Community Access Programme, supported by the UK Department for International Development (DFID). The fieldwork, and the trial pitting in particular, was undertaken in conjunction with ANE (Administração Nacional de Estradas) and the assistance of Engineers Joana Guiuele, Francisco Manheche, Óscar Francisco and Lino Jorge Caixane is gratefully acknowledged. The author would also like to thank the staff of Cenacarta (Centro Nacional de Cartografia e Teledetecção), Maputo who provided access to the stereo aerial photography for Inhambane province. Camila de Sousa of the Instituto de Investigação Agrária de Moçambique provided some guidance on plant identification while Julio Antonio Conjo of the Ministério dos Recursos Minerais, Maputo provided access to various geological reports and maps. James Mitchell undertook the interpretation of the Landsat and ASTER data sets and David Hume was responsible for digitising field maps and developing the GIS and related mapping outputs. Tony Greening of TRL was project Team Leader and Mike Pinard project Materials Engineer. The Council for Geoscience, Pretoria, undertook the petrographic and XRD analysis on recovered samples. Dr Frank Netterberg provided peer review advice throughout the progress of the project and provided comments on both the draft and final versions of this paper. His contribution is gratefully acknowledged. Drawings were produced by Karen Finlay.

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Hearn, G.J. Mapping calcretes in Inhambane province, Mozambique, for use in road construction. Bull Eng Geol Environ 74, 405–426 (2015). https://doi.org/10.1007/s10064-014-0688-3

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