Kueh, Ngee-wei creator Akagi, T. Chairperson Angel, Shlomo Examination Committee Brenner, R.P. Examination Committee The Government of Thailand Scholarship Donor text series technical report th Bangkok Asian Institute of Technology 1980 continuing eng 93 p. Twenty reinforced concrete piles with a cross-section of 15 cm x 15 cm were constructed for this study. All the piles were 2 m long. They were spliced together at the site to form 4 m and 6 m spliced piles. Three of each group were driven into the ground. Short-term full scale load tests for determination of the failure load were carried out on five spliced-piles. One out of each group was subjected to long-term loading of which the design working load of 1 ton was applied and maintained constant throughout the testing period. Inclination of the spliced piles were measured by the strain-gauges mounted on PVC tubes. Pore water pressure were also measured during and after the driving and found that the excess pore pressure dissipated about 80% of its initial value with 14 days. A thesis submitted in the partial fulfilment of the requirement for the degree of Master of Engineering, School of Engineering and Technology Thesis (M.Eng.) - Asian Institute of Technology, 1980 Piling (Civil engineering) Testing Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B22011 http://203.159.5.9/ait-thesis/detail.php?q=B22011 951012 20260817171240.0