CASE STUDY ON COUNTER-MEASURE OF FOUDATION ON THICK MUCK BY METHOD OF OVERLOADING AND REMOVING SILT
Cao Yang1，Yan Ronggui1，2，Wang Guanghua3，Li Jianhua1，4，Zhan Jianbo4
(1College of Resources，Environment and Engineering，Central South University， Changsha 410083 China) (2Changsha Research Institute of Mining and Metallurgy， Changsha 410012 China) (3Zhongshan City Planning and Designing Institute， Zhongshan 528403 China) (4Guangdong 5th Civil Engineering Inc.， Shaoguan 510026 China)
Abstract：Taking the engineering in the 2nd jail of Zhongshan as an example with slide-resistance piles on thick muck foundation，the dilapidation and coast disasters there are described. The mechanism，counter-measure and handling method are discussed by overloading and removing silt. All the experience from this case can be widely used in the alluvial thick muck area.
曹 阳1 颜荣贵1，2 王广华3 黎剑华1，4 詹剑波4. 厚层淤泥的超载挤淤法建基对策及工程实例[J]. 岩石力学与工程学报, 2002, 21(11): 1676-1680.
Cao Yang1，Yan Ronggui1，2，Wang Guanghua3，Li Jianhua1，4，Zhan Jianbo4. CASE STUDY ON COUNTER-MEASURE OF FOUDATION ON THICK MUCK BY METHOD OF OVERLOADING AND REMOVING SILT. , 2002, 21(11): 1676-1680.
2002, Vol. 21 
