摘要
根据铁山港大桥桥头软基地段的实测时间－沉降关系曲线,对该段地基最终沉降量进行理论推算，从而对沉降系数进行分析研究，得出适合该软基特点的沉降系数。
Based on the actually-observed relative curve for time and sedimentation of the soft ground of Tieshang Port Bridge ends, the article conducts the calculation on final sedimentation and the analysis on the sedimentation factors, this results a factor suitable for the characteristics of this kind of soft ground,
出处
《广西交通科技》
2001年第3期5-7,共3页
Guangxi Communication Science & Technology
