麻烦高手翻译一段土木方向的英语文献，谢谢了

This slip surface approach, with a number of variations ~in-
cluding the incorporation of nail bending effects! has been widely
adopted in practice ~e.g., Stocker et al. 1979; Shen et al. 1981;
Juran et al. 1990!, and has been implemented in a number of
commercially available software programs. These programs cost
typically well over $1,000 ~U.S. dollars!, and are based on the
assumed behavior of the reinforced soil mass, slipping along a
curvilinear or bilinear surface as indicated in Fig. 1.
Two relatively well-documented case studies exist of full-scale
test walls that were intentionally brought to failure. The Amherst
Test Wall ~Sheahan 2000!, shown in Fig. 3, was built in a stiff
varved clay and was brought to failure by overexcavating under
the existing nail-shotcrete lifts. The failure, monitored using both
inclinometers and surface settlement measurements, was esti-
mated as a relatively steep, linear wedge e

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