Use of Quasi-Static Friction Cone Penetrometer Data to Predict Load Capacity of Displacement Piles.

Nottingham, Larry Curtis, 1942-

The book Use of Quasi-Static Friction Cone Penetrometer Data to Predict Load Capacity of Displacement Piles. was written by author Nottingham, Larry Curtis, 1942- Here you can read free online of Use of Quasi-Static Friction Cone Penetrometer Data to Predict Load Capacity of Displacement Piles. book, rate and share your impressions in comments. If you don't know what to write, just answer the question: Why is Use of Quasi-Static Friction Cone Penetrometer Data to Predict Load Capacity of Displacement Piles. a good or bad book?

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CO u_ 00 u_ n- Q. S- E CD O +-> CD DLlt- o a-p cu c: x: re (D ■1— X) CT +J l: ffl m «o 4-> ♦J >1 l/> D ■a a. C QJ CO R o 4-> 0) O (Q V- t) +-> cz -5 +-> i/) CD CJ <+- C ro JE o rn ■C I— D. CJ c/1 o I — I h- < (w) q^d8Q 311 a base for the timber pile because both types of piles have the same cross section shape. The results of Potyondy's and Lingo's tests, presented in Table 3.5, show that the timber friction coefficient is approximately the same as for smooth concrete. Freed' s tests showed that the smooth concrete friction coefficient was 29% higher than that for the model pile steel. Combining Freed, Potyondy, and Lingo's results indicates that the timber friction coefficient should be approx- imately 1.3 times that for normal pile steel. The recommended ratio of 1.25 was chosen to be slightly conservative, since test data were not available to confirm the ratio inferred from the shear test data. The step bearing component should be estimated by considering an 'equivalent' pile diameter step at each cone sounding depth.

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