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Chen Jiaou, Ye Bin, Guo Shujie (Guangzhou Institute of Geochemistry, The Chinese Academy of Sciences, Guangzhou 510640 China)  
By foundation consolidating treatment, the bearing capacity of softground is improved to meet the need of engineering design. In addition to the geotechnical methods of static pressing, static cone and dynamic penetration test, and the means of physical exploring testing, the microstructure analysis is adopted to study the engineering properties of softground in Zhujiang Delta, and the relationship is primarily explored between softground microstructure and engineering consolidating results.
【Fund】: 广东省自然科学基金;; 省重点科技攻关资助
【CateGory Index】: TU411
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