978 resultados para Geological and Natural History Survey of Minnesota


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12 (1915 - 1917)

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Later vols. published by the Athlone Press for the Greater London Council.

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Mode of access: Internet.

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I. Extract of a despatch from Colonel Wakefield ... dated Teawaiti, September 1, 1839.--II. Extract of a letter from E. M. Chaffers ... dated September 1, 1839.--III. Despatch from Colonel Wakefield, with journal, dated ... October 10, 1839.--IV. Sailing directions, by E. M. Chaffers.--V. Report on the physical condition and natural history of Queen Charlotte's Sound, Cloudy Bay, Tory Channel, Port Nicholson, and the surrounding country. By Ernst Dieffenbach.--VI. Colonel Wakefield's third despatch, forming a Journal from October 13 to December 13, 1839.--VII. First Report of the Directors of the New Zealand Company, May, 14, 1840.

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Mode of access: Internet.

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Red, black ink on linen; signed. 57 x 75 cm. Scale: 1" = 200' [from photographic copy by Lance Burgharrdt]

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Abstract In many parts of the world, corrosion of reinforcing steel in concrete induced by carbonation of the concrete continues to be a major durability concern. This paper investigates the accelerated and natural carbonation resistance of a set of seven concretes, specifically evaluating the effects of internal curing and/or shrinkage/viscosity modifiers on carbonation resistance. In addition to five different ordinary portland cement (OPC) concretes, two concretes containing 20 % of a Class F fly ash as replacement for cement on a mass basis are also evaluated. For all seven concrete mixtures, a good correlation between accelerated (lab) and natural (field) measured carbonation coefficients is observed. Conversely, there is less correlation observed between the specimens’ carbonation resistance and their respective 28 days compressive strengths, with the mixtures containing the shrinkage/viscosity modifier specifically exhibiting an anomalous behavior of higher carbonation resistance at lower strength levels. For both the accelerated and natural exposures, the lowest carbonation coefficients are obtained for two mixtures, one containing the shrinkage/viscosity modifier added in the mixing water and the other containing a solution of the same admixture used to pre-wet fine lightweight aggregate. Additionally, the fly ash mixtures exhibited a significantly higher carbonation coefficient in both exposures than their corresponding OPC concretes.