Analisis Kegagalan Hasil Loading Test Pondasi Bore Pile pada
Proyek Brooklyn Soho And Apartment
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
MAULIDYA, FITRI
Yuhanah, Tri
Yuhanah, Tri
Subject
Teknik Sipil
Datestamp
2019-09-27 02:31:07
Abstract :
Pile foundation also called the function to carry and hold the load acting on it is the burden of construction on the hard ground layer. In planning the pile foundation must be done carefully and as best as possible. Each foundation must be capable of supporting a load until all appalicable safety limits, including supporting the maximum load that may occur. To obtain the magnitude of the carrying capacity can be done by loading test in the field, namely the static loading test. One of the static loading test is by way of a static loading test that is giving the load on the load on the foundation of two times the load oh the bulding plan, then be recorded declines in every hour After testing the static loading test a decline that exceeds the requirements of the bored pile 01, the decrease in the amount of 17,03 mm, whereas the bored pile foundation 02 and 03 decrease does not exceed 16 mm, then the foundation is considered successful or eligible.
Pile foundation also called the function to carry and hold the load acting on it is the burden of construction on the hard ground layer. In planning the pile foundation must be done carefully and as best as possible. Each foundation must be capable of supporting a load until all appalicable safety limits, including supporting the maximum load that may occur. To obtain the magnitude of the carrying capacity can be done by loading test in the field, namely the static loading test. One of the static loading test is by way of a static loading test that is giving the load on the load on the foundation of two times the load oh the bulding plan, then be recorded declines in every hour After testing the static loading test a decline that exceeds the requirements of the bored pile 01, the decrease in the amount of 17,03 mm, whereas the bored pile foundation 02 and 03 decrease does not exceed 16 mm, then the foundation is considered successful or eligible.
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