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Experimental Research on the Layered Reinforcement of Sludge by Consolidation and Solidification Composite Technology |
LUO Jiacheng1, SHAO Jicheng2 |
1. Wenzhou Construction Residue Utilization and Development Co. Ltd, Wenzhou, Zhejiang 325700, China; 2. Zhejiang Huakun Geological Development Co. Ltd, Wenzhou,Zhejiang 325006, China |
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Abstract Research purposes: To save the construction cost, the layered reinforcement method is used to reinforce the soft sludge, and the consolidation and solidification composite technology is adopted to reinforce the sludge in the test site, so that the treated sludge can meet the bearing capacity requirements of the construction. For the shallow surface sludge, the solidification technology is used to greatly improve the strength of the shallow soil. For the deep sludge, the vacuum preloading technology is used to make the sludge consolidated by drainage, so as to improve the bearing capacity of the underlying stratum. Research conclusions: (1) Solidified agent can generate considerable solidified effect on shallow sludge. When the solidified agent content is 4~8%, the characteristic value of bearing capacity in shallow solidified soil is 164~200 kPa. (2) The characteristic value of bearing capacity of sludge is just 40 kPa as the sludge is reinforced by only vacuum preloading. The consolidation and solidification composite technology is used to strengthen the sludge by layered reinforcement. When the solidified agent content is 4%~8%, the characteristic value of bearing capacity of the two-layered foundation is 96~170 kPa, and the shallow overlying crust has a significant effect on the soil bearing capacity. (3) For the two-layered foundation, the overlying crust has a certain stress diffusion effect. When the solidified agent content is 4%, the stress diffusion angle of the shallow solidified soil is 18.32°, which can effectively reduce the additional stress of the soft underlying stratum. (4) Consolidation and solidification composite technology can be used for large-scale reinforcement of coastal soft soil and sludge backfill soil foundation.
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Received: 22 February 2021
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[1] |
陈富.软土表面硬壳层超固结比对路堤填筑影响数值模拟[J]. 地基处理,2020(6):497-503.Chen Fu. Numerical Simulation of Overconsolidation Ratio of Hard Crust Layer in Soft Soil on the Embankment Construction[J]. Chinese Journal of Ground Improvement,2020(6):497-503.
|
[2] |
闫澍旺,郭炳川,孙立强,等.硬壳层在吹填土真空预压中的应用[J]. 岩石力学与工程学报,2013(7):1497-1503.Yan Shuwang,Guo Bingchuan,Sun Liqiang,etc. Application of Crust Layer to Vacuum Preloading Dredge Fill[J]. Chinese Journal of Rock Mechanics and Engineering,2013(7):1497-1503.
|
[3] |
问延煦,周健. 封闭作用对双层地基临塑荷载的影响[J]. 岩土工程学报,2008(5):685-689.Wen Yanxu,Zhou Jian. Critical Edge Pressure Analysis of Two-layered Ground Considering Closure Effect[J]. Chinese Journal of Geotechnical Engineering,2008(5):685-689.
|
[4] |
张波,石名磊,白世伟. 长江漫滩低路堤基底浅层固化层工作性状数值分析[J]. 岩土力学,2007(S1):839-843.Zhang Bo,Shi Minglei,Bai Shiwei. Study of Shallow Solidified Soil Layer of Low Embankment on the Yangtze River Floodplain by Fast Lagrange Method[J]. Rock and Soil Mechanics,2007(S1):839-843.
|
[5] |
邵吉成,袁波,骆嘉成,等. 固化剂加固温州淤泥的物理力学性质研究[J]. 地下空间与工程学报,2022(3):935-944.Shao Jicheng,Yuan Bo,Luo Jiacheng,etc. Research on the Physical and Mechanical Properties of Wenzhou Silt Reinforced by Solidified Agent[J]. Chinese Journal of Underground Space and Engineering,2022(3):935-944.
|
[6] |
甘雅雄,朱伟,吕一彦,等. 从水分转化研究早强型材料固化淤泥的早强机理[J]. 岩土工程学报,2016(4):755-760.Gan Yaxiong,Zhu Wei,Lv Yiyan,etc. Early-strength Mechanism of Cementitious Additives from Perspective of Water Conversion[J]. Chinese Journal of Geotechnical Engineering,2016(4):755-760.
|
[7] |
汪洪星,柯睿,谈云志,等. 膨润土对固化淤泥土抗冻融性能的提升效应[J]. 硅酸盐通报,2018(9):2924-2929.Wang Hongxing,Ke Rui,Tan Yunzhi,etc. Promotion Effect of Freezing-Thawing Resistance of Stabilized /Solidified Sediments by Bentonite[J]. Bulletin of the Chinese Ceramic Society,2018(9):2924-2929.
|
[8] |
曹海莹,窦远明. 上硬下软型双层路基应力扩散特征及工程应用[J]. 公路交通科技,2012(2): 29-34.Cao Haiying,Dou Yuanming. Characteristics of Dry Crust′s Stress Dispersion in Two-layer Roadbed and Its Engineering Application[J]. Journal of Highway and Transportation Research and Development,2012(2):29-34.
|
|
|
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