CAJ | 학술논문

根据浙江嘉兴围堤工程的原位观测试验方案及测试结果，从沉降量、侧向位移、孔隙水压等方面进行了分析，表明未出现沉降速率连续超标、地基土侧向位移超标、孔压增量超控制指标等现象，结果表明上述数据的大小与地基的土质、加载速率和时间有关。可为工程各部位的具体施工提供参考，控制好施工过程的加载速率，并通过对后续的沉降量作出预测，为施工预留超高提供依据。
근거절강가흥위제공정적원위관측시험방안급측시결과，종침강량、측향위이、공극수압등방면진행료분석，표명미출현침강속솔련속초표、지기토측향위이초표、공압증량초공제지표등현상，결과표명상술수거적대소여지기적토질、가재속솔화시간유관。가위공정각부위적구체시공제공삼고，공제호시공과정적가재속솔，병통과대후속적침강량작출예측，위시공예류초고제공의거。
The in-situ observation program and test results of the cofferdam project in Jiaxing are analyzed in this paper , in the perspectives of settlement, lateral displacement, pore pressure, etc., which is related to the foundation soil, loading rate and duration.The results reveals there is no phenomenon relevant to sedimentation rate , lateral displacement and pore-pressure increment , providing a reference for the specific construction of various parts .It is also suggested that , by keeping proper loading rate on construction , the prediction of the subsequent settlement should be made to provide reference for the reserved ultrahigh construction .