| Summary: | 碩士 === 國立台灣工業技術學院 === 營建工程技術研究所 === 85 === The capacity of pile loading depend on the result of load
test and reading. A completed pile load test, will be able to
not only provide referential design construction and also have
great significance in the civil engineering field. Under the
existing measure of analyzing pile loading, there is a most
credible measure method named the static loading test.
Therefore, it can pursue rigidly t-z curve pile load test, in
the result of this measure, there are either standard pile load
settlement curve or app to calculate surface attrition and point
bearing capacity. Moreover, to predict the same form but
different size of pile load.
According to the theory of t-z curves suggested by Coyle &
Reese, the pile-soil load-transfer behavior, the distribution of
the pile skin friction in varied load conditions, the normalized
t-z curves, and the relationship between the pile skin
frictionand soil strength parameter were investigated in this
study. This research adopts the pile load test at site that all
based on the outcome in Taipei Basin, not from the data of pile
load test at laboratory. Therefore, the analysis fruition of
this researchan be used for design reference in domestic
contrivance field. It will provide suitable Rtn revise constant
for other Taipei Basin layers and the normalized curve in Taipei
Basin. From the process of analysis, it only needs to get the N
value of drilling data from the situ test. By this recommend
measure, the result will be available to get expectation of Q-s
curve in Taipei Basin.
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