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See your local health requirements for the size of embedment needed and the size of gravel.
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As this method does not take into account factors such as dynamic effect, the load redistribution mechanism, the effect of steel concrete interfacial properties, or the size and embedment length of tie bars on bond behaviour, it can be considered as a simplified method, and hence a thorough examination of the adequacy of this method is needed.
The results give information on the influence of the following factors on the wall behavior: size of column, column overlapping, column embedment, existence of relieving platform, and column strength.
Developing a prediction equation to estimate pile set-up, and consequently the ultimate capacity of the design piles, can significantly reduce the construction cost through modifying the pile size, the embedment depth, and number of piles.
In addition, recommendations are given for the determination of shear-head dependent parameters, which are required for practical design purposes, with a particular focus on the embedment length and section size of the shear-head elements.
The reduction of bond strength (with respect to 5D embedment bond strength) increased with the increase of embedment length (Fig. 10) for ECC/NC or LM/HM bar.
The effect of embedment on each response parameter has been summarized in Table 6.
Open image in new window Fig. 6 Effect of embedment length on average bond strength.
Depth of embedment of the LSBs in the column was 500 mm.
Open image in new window Fig. 9 Effect of embedment on natural period.
The effects of embedment depth, and number and configuration of FRP anchors were examined.
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