山西建筑
山西建築
산서건축
Shanxi Architecture
2015年
31期
44-45
,共2页
桩基轴向受压承载力容许值%静载试验%对比分析
樁基軸嚮受壓承載力容許值%靜載試驗%對比分析
장기축향수압승재력용허치%정재시험%대비분석
pile foundation axial compressive bearing capacity permitted-value%static load test%comparative analysis
通过对某桥梁工程单桩受压承载力的估算值与静载试验成果对比，分析了二者结果差异的原因，并且提出了一些桩基工程设计施工的建议，保证了桩基承载力设计值的准确性。
通過對某橋樑工程單樁受壓承載力的估算值與靜載試驗成果對比，分析瞭二者結果差異的原因，併且提齣瞭一些樁基工程設計施工的建議，保證瞭樁基承載力設計值的準確性。
통과대모교량공정단장수압승재력적고산치여정재시험성과대비，분석료이자결과차이적원인，병차제출료일사장기공정설계시공적건의，보증료장기승재력설계치적준학성。
Through comparing the single-pile compressive bearing capacity estimated-value of the bridge engineering with static load testing re-sults,the paper analyzes causes leading to their similarities and differences,and puts forward some pile foundation engineering design sugges-tions,with a view to guarantee the designed value accuracy of the pile foundation bearing capacity.
