Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A 28m free-head group piles (7 * 7) with diameter of 320mm and a spacing of 1200mm each. The piles were constructed in a saturated clay layer with cohesion of 90KN / (m ^ 2) and T = 20KN / (m ^ 3)
Find deflection of the piles under a lateral group load of 350KN. The load is at the ground surface. Clay has Su=100KN/m^ 2 EpRx=5O
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- The round steel pipes shown in Fig.a and b, have equal diameter and length of 0.5m and 10m respectively. Calculate the ultimate bearing capacity of the piles as shown below. State any assumption made. Dense Sandy Gravel Y. = 21kN/m o'= 37° Firm Clay Y. - 18KN/m C= 40 kPa Fig. a Fig. barrow_forwardA group of 16 piles of 50 cm diameter in arranged with a centry to centre sporing of 1.0 m. The piles are 9 m long and are embedded in soft stay with cohesion 30kN / (m^5) Bearing resistance may be neglected for the piles-Adhesion factor is 0.6. Determine the ulti mate Load capacity of the pile group.arrow_forward
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