软土地基最终沉降量推算方法的对比分析  

Comparative Analysis on Calculation Methods of Final Foundation Settlement during Soft Foundation Treatment

作　　者：王荣利[1] 秦观 刘洪亮[1] 

机构地区：[1]中交天津港湾工程研究院有限公司港口岩土工程技术交通行业重点实验室天津市港口岩土工程技术重点实验室,天津300222 [2]中交第一航务工程局有限公司,天津300451

出　　处：《中国港湾建设》2013年第2期15-17,43,共4页China Harbour Engineering

摘　　要：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。On the basis of onsite 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.

关 键 词：地基处理 最终沉降量 ASAOKA方法 

分 类 号：U655.544.4[交通运输工程—港口、海岸及近海工程]