선택한 단어 수는 입니다.
최소 단어 이상 선택하여야 합니다.
최소 단어 이상 선택하여야 합니다.
선택한 단어 수는 30입니다.
최대 10 단어까지만 선택 가능합니다.
최대 10 단어까지만 선택 가능합니다.
제안 방법
- The O마erberg cell load test was conducted as follows: The four 400-mm diameter O-cells, with their base located 0.70 m above the tip of pile, were pressurized to assess the combined end bearing and lower side shear characteristics of the pile section below the O-cells and the upper side shea. During the first loading cycle, the O-cells were pressurized in 18 equal loading increments to 24.
- The construction of the pile included placing two lines of PVC pipe, starting at the top of pile and terminating at the top of the bottom plate to vent the void created in the pile at the base of the O-cell. In addition, they permitted the application of water in the fracture plane to maintain equilibrium with the existing water table.
대상 데이터
- The rebar cage with attached O-cell® assembly was lowered into the shaft and suspended from hangers. The O-cell® assembly (one 540-mm O-cell®) was located 1.75 m above the tip of pile. Concrete was placed into the shaft up to 0.
- The 1200 mm test pile was constructed wet using bentonite. The O-cell™ assem미y (four 400-mm O-cellsT이) was located 2.35 m above the tip of pile. The contractor removed the temporary 1230-mm O.
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