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By Robert M. Woelfle

Delivering the newest strategies in a single easy-to-use resource, this functional consultant supplies readers the history they should make hugely refined technical presentations--written, oral, even special effects. It covers the fundamental constituents for all powerful shows, together with how you can decrease practise expense and time, the way to determine forms and caliber of visible aids, and masses extra.

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Extra info for A New Guide for Better Technical Presentations: Applying Proven Techniques With Modern Tools

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P. , ASTM International, West Conshohoeken, PA, 2004. ABSTRACT: In the present work high fly ash content flowable fill of Botswana fly ash has been investigated. The lime and cement in the proportion of 3%, 6%, 9%, 12%, and 15% and water equal to 125% of its liquid limit was mixed with fly ash to produce self leveling fill. C) of these fills was determined in the laboratory after 1, 2, 4, 7, and 15 days using drop test and the Dynamic Cone Penetration (DCP) test were determined in the field after 1, 7, and 28 days.

Their financial support and additional grants and support from Manitowoc Public Utilities, Manitowoc, WI, are gratefully acknowledged. References [1] ACI Committee 229R-99, 1999, "ConlroUed Low-Strength Materials (CLSM)," ACI Manual of Concrete Practice, Part I, American Concrete Institute, Farmingtun Hills,/VII. [2] Fuston, J. , Krell, W. , and Zimmer, F. , 1984, "Flowable Fly Ash: A New Cement Stabilized Backfill," CivilEngineering, ASCE, pp. 48--51. [3] Gassman, S. , Pierce, C. , and Schroeder, A.

I , 300 -I 400 r 500 Fly Ash Content (kg/m 3) FIG. 5. Long-Term Strength Gain Mixtures 23-26 were chosen to evaluate changes in UCS over a longer time period (up to 155 d). Mixtures 23, 25, and 26 were prepared with fotmdry sand, whereas Mixture 24 was prepared with base sand. Mixtures 24 and 26 were prepared with fly ash, whereas Mixtures 23 DINGRANDO ET AL. ON REUSE OF FOUNDRY SANDS 23 and 25 contained no fly ash. , excavatable fill). UCS as a function of time is shown in Fig. 5. The most significant strength gain occurred between 0 and 28 d for all mixtures, as expected.

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