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Apr 07, 2006 · Question: I am planning a pour for a 15-foot-high wall and am concerned about form pressures. We're not actually using a self-consolidating concrete but will be using a super-plasticizer to get a slump of about 10 inches. The owner is trying to get some points for a "green" building, so there will be 15% fly ash replacement of the cement.

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Foam concrete (FC) has the potential of being an alternative to ordinary concrete, as it reduces dead loads on the structure and foundation, contributes to energy conservation, and lowers the cost of production and labor cost during the construction and transportation. The paper reports a state-of-the-art review of foam concrete in terms of its components, manufacturing and material properties

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o 3.11.5.3 - Active Lateral Earth Pressure Coefficient, k a o δ= 0.67 ϕsoil-concrete, soil-soil o δ= 0.33 ϕsoil-steel o δ= 0.50 ϕ* soil-precast concrete o δ= 0.70 ϕ* prefabricated modular stepped modules * per Table C3.11.5.9-1 OGE Foundations and Retaining Walls Update • June 05, 2018

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However, pump pressure (water jet velocity, respectively) also affects the mixing-and-acceleration process during the formation of hydro-abrasive jets. As Eq. (6.14) illustrates, abrasive particle velocity increases linearly with an increase in jet velocity. The momentum transfer parameter depends upon pump pressure as well.

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