Hirsch, T. J., & Samson Jr, C. H. (1966). Driving Practices for Prestressed Concrete Piles (Report No. 33-3). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84107
Hirsch, T. J. and C. H. Samson Jr. Driving Practices for Prestressed Concrete Piles. Report no. 33-3. Texas Transportation Institute. Texas A&M University, 1966. https://rosap.ntl.bts.gov/view/dot/84107.
Hirsch, T. J., and C. H. Samson Jr Driving Practices for Prestressed Concrete Piles. Texas Transportation Institute. Texas A&M University, 1966, Report no. 33-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/84107.
The purpose of this paper is to briefly describe the phenomena which can cause cracking and spalling of prestressed concrete piles during driving and to outline procedures which will prevent these problems. In some cases of driving of prestressed concrete piles, cracking and spalling have been encountered and in most instances these problems can be avoided by following certain rules of good driving practices. The recommendations presented here are based on sound physical principles and have been proved effective in practice.
Hirsch, T. J., & Samson Jr, C. H. (1966). Driving Practices for Prestressed Concrete Piles (Report No. 33-3). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84107
Hirsch, T. J. and C. H. Samson Jr. Driving Practices for Prestressed Concrete Piles. Report no. 33-3. Texas Transportation Institute. Texas A&M University, 1966. https://rosap.ntl.bts.gov/view/dot/84107.
Hirsch, T. J., and C. H. Samson Jr Driving Practices for Prestressed Concrete Piles. Texas Transportation Institute. Texas A&M University, 1966, Report no. 33-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/84107.
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