山西建筑
山西建築
산서건축
Shanxi Architecture
2015年
31期
78-79
,共2页
桩基%高应变%单桩竖向承载力%检测
樁基%高應變%單樁豎嚮承載力%檢測
장기%고응변%단장수향승재력%검측
pile%high strain%vertical bearing capacity%detection
采用高应变法对太原市某工程混凝土灌注桩进行了单桩竖向承载力检测，并与该工程静载试验结果进行了对比，检测结果基本一致，表明高应变法对基桩承载力的检测具有一定的可靠性。
採用高應變法對太原市某工程混凝土灌註樁進行瞭單樁豎嚮承載力檢測，併與該工程靜載試驗結果進行瞭對比，檢測結果基本一緻，錶明高應變法對基樁承載力的檢測具有一定的可靠性。
채용고응변법대태원시모공정혼응토관주장진행료단장수향승재력검측，병여해공정정재시험결과진행료대비，검측결과기본일치，표명고응변법대기장승재력적검측구유일정적가고성。
The paper is to make a vertical bearing capacity of detection to a project’s concrete pile of Taiyuan by high strain way,and make a comparison study combined with static load test results of the project. The test results are basically the same,indicating that the high strain method has a certain reliability for the detection of the pile bearing capacity.
