Soil Reinforcement Experiment Inside Large-Scale Bucket Foundation in Muddy Soil

• Published in: Transactions of Tianjin University Vol. 18; no. 3; pp. 168 - 172
• Main Author: 丁红岩 李增智 练继建 张浦阳 黄旭
• Format: Journal Article
• Language: English
• Published: Heidelberg Tianjin University 01.06.2012; School of Civil Engineering, Tianjin University, Tianjin 300072, China; Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin University, Tianjin 300072, China%School of Civil Engineering, Tianjin University, Tianjin 300072, China%State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin 300072, China; State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin 300072, China; Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin University, Tianjin 300072, China
• Subjects: Engineering; Humanities and Social Sciences; Mechanical Engineering; multidisciplinary; Science; bucket foundation; vacuum; consolidation; cover-load-bearing mode; muddy soil; electro-osmotic method; muddysoil
• ISSN: 1006-4982; 1995-8196
• DOI: 10.1007/s12209-012-1657-1

The large-scale bucket foundation with 30 m in diameter and 6 m in height was used as the foundation of wind turbine. The wide-shallow foundation is different from the traditional bucket foundation with high ratio of height to diameter. The cover-load-bearing mode of the new type foundation can resist more external loadings. To achieve the bearing mode, the muddy soil inside the bucket should be reinforced, which will improve the soil strength and make the soil and foundation into a whole part to resist the external loadings. The vacuum and electro-osmotic soil reinforc- ing methods were used in the experiments. The results showed that the bearing behavior of the muddy soil were effec- tively improved by the negative pressure and electro-osmotic effect, and the improved muddy soil with better strength could work together with the bucket foundation, meaning that the top-cover bearing mode of the new bucket founda- tion was achieved. During the soil reinforcing process, the foundation moved downward, i.e., the settlement of founda- tion was almost finished during the pre-loading process caused by the vacuum and electro-osmotic method.