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. 2007 Oct 17;101(8):1267–1280. doi: 10.1093/aob/mcm245

Fig. 5.

Fig. 5.

Effect of tap root length on the anchorage strength of root types T1 and T2 in soil types S1 and S2. Non-dimensional values are given by dividing tap root length and current anchorage strength by R1 root length and Ti-5, i= 1,2 reference strength, respectively.