Basal Reinforced Piled Embankments by Suzanne J.M. van Eekelen and Marijn H.A. Brugman

Author:Suzanne J.M. van Eekelen and Marijn H.A. Brugman
Language: eng
Format: epub
Publisher: CRC Press

(4.43)

where:

Tv;max

kN/m

the maximum GR tensile force as a result of the vertical load,

εmax

−

the maximum GR strain,

J

kN/m

the GR tensile stiffness, see Chapter 4.3.2.3.

The equations above apply to both the x and y directions. A GR tensile force is found in both the x and y directions. The parameters Lw and J and thus ε and T depend on the direction (x or y).

Van Eekelen et al. (2012b and 2015) provided the derivation of the design charts in Fig. 4.9 to Fig. 4.12 in detail.

Fig. 4.9 Design chart: maximum GR strain εmax in the reinforcement between the pile caps, uniform load distribution.

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