Pile Design and Construction Practice, Fifth edition

driven into a soft sensitive clay the remoulded shearing strength could be in conjunction with the Brinch Hansen method (Section ...

Baguelin et al.(6.22)give two sets of curves relating the response of the soil to lateral loading for the two stages in the pres ...

348 Piles to resist uplift and lateral loading where Em mean value of the pressuremeter modulus over the characteristic length o ...

(6.48b) (6.48c) (6.48d) (6.48e) To draw the pile load/deflection curve, the deflections corresponding to soil reactions equal to ...

6.3.8 Calculation of lateral deflections and bending moments by elastic continuum methods The method of preparing p–ycurves desc ...

6.3.9 Bending and buckling of partly embedded single vertical piles A partly embedded vertical pile may be required to carry a v ...

For soils having a constant modulus: (6.50) For soils having a linearly increasing modulus: (6.51) The relationships 6.50 and 6. ...

determining the compressive and tensile forces in the piles by a triangle of forces assumes that the piles are hinged at their p ...

Determination of the individual loads on groups of raking or combined raking and vertical piles is a complex matter if there are ...

Piles to resist uplift and lateral loading 355 R R D Y X A Z B RA RC RB C Resultant Resultant d c a b Figure 6.40Graphical metho ...

loading and at more than 6 to 8 diameters parallel to this direction. Piles at a closer spacing can be considered to act as a si ...

6.8 FREEMAN, C. F., KLAJNERMAN, D., and PRASAD, G.D. Design of deep socketted caissons into shale bedrock, Canadian Geotechnical ...

the ultimate resistance in uplift of the pile for sustained loading conditions. In Figure 6.9 the failure surface does not exten ...

Thus the load to be carried by anchorage in shale 1100 – 72 1028 kN. This load can be resisted by an anchor cable made up from ...

Total uplift on underside of floor Therefore factor of safety against uplift 1.25 (which is satisfactory and a closer estimate o ...

If high-tensile steel (which has a yield stress of 347 N/mm^2 ) is used factor of safety at yield (which is satisfactory). The a ...

Design resistance of deadman anchor in strong chalk 0.8 1000  0.215 10/1.4 3860 kN. Total design resistance of pile and anch ...

sustained horizontal load which can be applied at a point 4 m above ground level. Also find the maximum working load if the late ...

If the point of rotation is raised to 3.9 m below ground level, kNm, which is sufficiently close to zero for the purpose of this ...

Calculating the allowable horizontal load which limits the lateral deflection at ground level to 25 mm, from equation 6.50: Dept ...