CAJ | 학술논문

以科威特巴比延岛软基处理工程的现场测试数据为基础,采用双曲线法、理论曲线拟合和ASAOKA法对地基最终沉降进行了推算,并对不同的推算方法进行了比较和适用性分析.得出ASAOKA法适用于巴比延岛软基处理工程最终沉降量的推算.该法实用性强,可为后期施工提供可靠的数据参考.
이과위특파비연도연기처리공정적현장측시수거위기출,채용쌍곡선법、이론곡선의합화ASAOKA법대지기최종침강진행료추산,병대불동적추산방법진행료비교화괄용성분석.득출ASAOKA법괄용우파비연도연기처리공정최종침강량적추산.해법실용성강,가위후기시공제공가고적수거삼고.
On the basis of on-site testing data toward soft foundation treating project of Boubyan seaport in Kuwait,this pa-per calculates the final foundation settlement by using hyperbolic method,theoretical curve fitting and ASAOKA method, meanwhile to compare and feasibility analyze to these different methods. It can be concluded the ASAOKA method suitable for Boubyan Island soft foundation treatment engineering calculation of ultimate settlement. The method is practical and can pro-vide reliable data references for the latter constructions.