CAJ | 학술논문

为了进一步研究组合荷载作用下单桩极限承载力规律，本文进行了组合荷载作用下单桩极限承载力室内模型试验，通过对采集到的数据进行分析，明确了单桩在组合荷载作用下达到破坏时，单桩极限承载力竖向分量、水平分量和弯矩分量三者之间的关系，总结出了组合荷载作用下单桩的倾斜系数ia 和弯矩影响系数im ，结合倾斜系数ia 和弯矩影响系数im 提出组合荷载作用下单桩的组合系数iam ，用本文提出公式对本文试验和其他学者所做试验进行计算，计算误差都在10％以内，证明了文中所提组合系数的正确性和优越性。本文试验是根据砂土中的长摩擦桩试验结果提出的，结论宜应用在砂土中的长摩擦桩。
위료진일보연구조합하재작용하단장겁한승재력규률，본문진행료조합하재작용하단장겁한승재력실내모형시험，통과대채집도적수거진행분석，명학료단장재조합하재작용하체도파배시，단장겁한승재력수향분량、수평분량화만구분량삼자지간적관계，총결출료조합하재작용하단장적경사계수ia 화만구영향계수im ，결합경사계수ia 화만구영향계수im 제출조합하재작용하단장적조합계수iam ，용본문제출공식대본문시험화기타학자소주시험진행계산，계산오차도재10％이내，증명료문중소제조합계수적정학성화우월성。본문시험시근거사토중적장마찰장시험결과제출적，결론의응용재사토중적장마찰장。
In order to study the ultimate bearing capacity of single pile under combined loads , model tests on single pile were conducted , and the data that indicates the bearing capacity of single pile were analyzed .The relationship among the vertical component , horizontal component and bending moment component of the ultimate bearing capacity for single pile under combined loads was estab-lished.The inclined coefficient ia and bending moment influence coefficient im of single pile were proposed, which resulted in the combination coefficient iam of single pile under combined loads .The calculated results given by the theory proposed in the paper for the tests and other tests is with a 10%variation a compared with those in actual measurement , demonstrating the validity and superi-ority of the theory .The theory proposed in the paper is suitable for the calculation of the ultimate bearing capacity of over-length frictional single pile in sand .