Iterative Method for Predicting Uneven Bridge Approach Settlement (BAS) Caused by Vehicle Loads

Figure 14

Comparison of settlements at 2200,000 loading cycles predicted by the iterative method and the simplified method. (a) Settlements at 2200,000 loading cycles for different values of a. (b) Settlements at 2200,000 loading cycles for different values of b. (c) Settlements at 2200,000 loading cycles for different values of m. (d) Settlements at 2200,000 loading cycles for different values of S.

(a)

(b)

(c)

(d)