岩土力学2016，Vol.37Issue(11)：3072-3078,3114,8.DOI:10.16285/j.rsm.2016.11.005
吹填场区双层软黏土地基超载比与卸载控制试验研究
Experimental study of overload ratio and unloading control of double-layer soft clay foundation in a dredger fill site
摘要
关键词
双层软黏土地基/超载预压/超载比/超载作用时间/主固结时间Key words
double layer soft clay foundation/surcharge preloading/overload ratio/overload time/primary consolidation time分类
建筑与水利引用本文复制引用
雷华阳,任倩,卢海滨,李宾..吹填场区双层软黏土地基超载比与卸载控制试验研究[J].岩土力学,2016,37(11):3072-3078,3114,8.基金项目
国家自然科学基金项目(No.51378344) （No.51378344）
天津市应用基础与前沿技术研究计划项目(No.14JCYBJC21700) （No.14JCYBJC21700）
天津市科技兴海项目(No.KJXH2013-15).This work was supported by the National Natural Science Foundation of China (51378344),Tianjin Application Basic and Frontier Technology Research Plan Project (14JCYBJC21700) and the Program of Strengthening the Ocean by Science and Technology of Tianjin City Government (KJXH2013-15). （No.KJXH2013-15）
