CAJ | 학술논문

高桩码头结构计算时可以先把基桩在某深度处固定进行上部结构计算，再把计算的桩顶内力作为荷载施加到桩上进行桩-土相互作用分析。理论上讲，以简化前后的桩顶水平位移相等为条件确定嵌固点位置最为合理，但实际中难以实现。结合现场试桩资料，深入分析了超长桩在水平荷载作用下的嵌固特性，提出了嵌固深度随荷载变化的经验计算公式，实例计算结果表明效果良好。
고장마두결구계산시가이선파기장재모심도처고정진행상부결구계산，재파계산적장정내력작위하재시가도장상진행장-토상호작용분석。이론상강，이간화전후적장정수평위이상등위조건학정감고점위치최위합리，단실제중난이실현。결합현장시장자료，심입분석료초장장재수평하재작용하적감고특성，제출료감고심도수하재변화적경험계산공식，실례계산결과표명효과량호。
The structural calculation of high pile wharf could starts with the upper structure calculation by fixing the pile at a certain depth, and is followed by the analysis of pile-soil interaction by applying the calculation of internal force as a load to the pile. In theory, the most reasonable location for the embedded point can be identified under the condition that the horizontal displacement of pile top equals before and after simplification, but in practice it is difficult to achieve. Combining with the data of the field loading test, this paper conducts an extended analysis of the embedding characteristics of the super-long piles under the horizontal load and puts forward the experience formula of the embedded depth which changes with load. Calculation results show that the effect is satisfactory.