Pile Design and Construction Practice, Fifth edition

286 Pile groups under compressive loading Measurements of the relative loads carried by the piles and the underside of the slab ...

Pile groups under compressive loading 287 The weight of the building (including imposed load but excluding wind load) was calcul ...

288 Pile groups under compressive loading Randolph(1.1)pointed out that where the ratio of the width of a pile group to the pile ...

5.3 BURLAND, J. B. Interaction between structural engineers and geotechnical engineers, The Structural Engineer, Vol. 84, No. 8, ...

290 Pile groups under compressive loading 5.26SCHMERTMANN, J. H., HARTMAN, J. P., and BROWN, P. R. Improved strain influence dia ...

Pile groups under compressive loading 291 Determining the stability of the group assuming that it acts as a block foundation, an ...

292 Pile groups under compressive loading Checking for compliance with EC7, the stability of the individual pile is calculated u ...

For the arrangement of the piles shown in Figure 5.43, the overall dimensions of the group are 91.1 9.9 m, 61.1 6.6 m. The spr ...

294 Pile groups under compressive loading Layer Depth to centre z (m) z/B (^) z mv(MN/m^2 ) oed (mm) of layer (m) 1 11.3 2 0.19 ...

Pile groups under compressive loading 295 factor on the ultimate resistance of a single pile of 3.1. For uniformity in design an ...

296 Pile groups under compressive loading The time factor for settlement at 30 years and static loading condition from equation ...

Pile groups under compressive loading 297 From Figure 5.44, Iz Layer For L/B 1 For L/B 10 1 0.20 0.24 2 0.36 0.30 3a 0.46 3b 0 ...

298 Pile groups under compressive loading Layer 2 Layer 3a Layer 3b Total 69 mm Similarly, for L/B10 the uncorrected settlement ...

Pile groups under compressive loading 299 piles to the maximum working stress on the concrete of the pile shaft. For 25-grade co ...

300 Pile groups under compressive loading 1200 mm bored piles 0.00 9.50 16.50 10.5 m 12-storey building Ground level GWL 7.00 So ...

Pile groups under compressive loading 301 Unit negative skin friction at top of layer Unit negative skin friction at groundwater ...

302 Pile groups under compressive loading from which l 10.4 m (say 10.5 m) and the trial depth is satisfactory. Checking the cri ...

Pile groups under compressive loading 303 The settlements in the remaining layers are calculated similarly, the results for the ...

Maximum load on pile 3156 kN. If shaft friction on pile is fully developed, the end-bearing load is 3156– 2465 691 kN, and thus ...

6.1 The occurrence of uplift and lateral loading When vertical piles are installed beneath buoyant structures such as drydocks, ...