**6. Conclusion**

Three heritage buildings did not do deformation or failure, because level water was little drop and trench were reducing vibrations Prevention was carried out so that heritage buildings did not experience deformation by controlling and prediction of the construction. Other information the tensile test, the compression test got more than 1400 tones, it was 200% of design load bore pile were 1200 mm, 1000 mm and rate of displacement was 12.05 mm smaller than analyzed *Bore Pile Foundation Construction without Caused Fine Cracks at Three Heritage Building DOI: http://dx.doi.org/10.5772/intechopen.98555*

displacement clearance 25 m. The result has been eligible as just as to the design needed. The bored pile was diameter 1000 mm and 1200 mm reached the excellent quality.
