| 摘要 |
A method for calculating bearing capacity of an embedded pile is provided to calculate the tip end limit bearing capacity of the embedded pile by using a compounding ratio of intrusion resistance, soil property, and cement milk. Samplers are installed in floor surfaces of excavation holes. Hammers fall free on the samplers to strike the samplers. The samplers are intruded from floor surfaces of the excavation holes to lower parts thereof. Intrusion resistance is determined based on intrusion depth of the samplers and the free fall number of the hammers. The soil property of the ground having the intruded samplers is determined. The intruded resistance and the soil property are determined. A compounding ratio of water and cement is determined. The tip end limit bearing capacity of the embedded pile is calculated by using the compounding ratio of intrusion resistance, soil property, and cement milk. |
