TY  - SER
AU  - Kueh,Ngee-wei
AU  - Akagi,T.
AU  - Angel,Shlomo
AU  - Brenner,R.P.
ED  - The Government of Thailand, 
TI  - Behaviour of short piles in soft clay
T2  - Thesis
PY  - 1980///
CY  - Bangkok
PB  - Asian Institute of Technology
KW  - Piling (Civil engineering)
KW  - Testing
N1  - 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
N2  - 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
UR  - http://203.159.5.9/ait-thesis/detail.php?q=B22011
ER  -