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Old 08-15-2011, 06:21 AM   #1
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On the large-diameter pile ultimate load


Not the same. The local effects of the surface load,herve leger skirts, the stress concentration area based around the maximum depth of plastic: z = lcote-] Buzhi style towel: P - Table Music: Y, (p, c - f: to the degree of, internal friction angle and cohesion can be seen from the style towel,Beats By Dre Headphones, only with music of depth J, whereas the size has nothing to do with the end of autumn (Figure 1) that as long as the pressure and f: of the same nature. on the pile size of Bo is the same,MBTシューズ 販売店, but the firms in direct compression depth smaller than the large. pressure while sinking Park era. smaller than the large business. fractures than business, small, big fight, while the depth is of the same cypress, visibility Bu flow on effect of filling cracks / 1 with a diameter smaller than the large-diameter pile filling effect of the good. small diameter piles to win because of shaft resistance and end resistance simultaneously to the limit, there is no crack filling the role, so was piercing damage. big diameter of the pile due to friction, damage resistance inconsistent side, large sink tip resistance, because of plastic flow compensation to enhance the role of soil with the pile diameter of different sizes, so Meyerhof.GG increases with the diameter of tip resistance given by the hyperbolic law recommendations to reduce this large diameter pile is the ... ~ t_ /''an 'i'-] z which L. /,' iL a ,,..;. one, JfZ:, / l I a different diameter, the same figure a maximum depth of plastic zone III. large-diameter pile static load testing to determine ultimate strength method 'Dayin diameter pile static load test process, the initial compression ratio of sinking near linear relationship (Figure 2), plastic zone appears after the load is less than the sink rate of increase deformation rate, the transition to a curve. As the load increases, plastic hair wins, the curve increases prison song. lost hold of linking JI Li, with the sinking rate of change of the load firmly and close to the Park and other changes in the curve, f 'slide. too mysterious no discount points on the curve such that no limit, to determine the ultimate load Hill The actual destruction of such incremental load limit has been reached. In fact, with the determination method using the Polish curve hemp in the largest song; stupid decreasing segment (small D 4 above). and the corresponding ratio with 45 degrees diagonal. and slash pay Dinghe containing cross-linked P axis line. K on the other foot sink rate with load above the limit of zero speed load point four, tip resistance increases with the diameter reduction issue No. 1, 2004 27 * Shenyang construction in the large diameter bearing capacity over the last formula, the side items are also accompanied by resistance reduction factor, but most people think is to adjust the sinking distortion reduction due to the reduction of reasons to explain not clear, so the reduction factor of four to five different forms of the new curve method to determine the ultimate bearing capacity of five piles, any conclusion by the strength and load-bearing structure, deformation two-term control, two celery must meet the normal requirements, lack of a can. and Si is still a high degree of security with the coefficient of safety with small deformation degree, this foundation is enough, but now that the test pile is not off J,vibram five fingers outlet, / 1 can determine the limit load conditions, more than enough according to the specification of the charge and promised to sink broom, given the relative load value mountain,herve leger sale, as the design of large diameter piles bearing basis, the actual foot piece of blood, hidden with / 1 Angang factors.
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