Dewatering of dredged slurry by horizontal drain assisted with vacuum and flocculation

被引:40
作者
Pu, H. [1 ]
Khoteja, D. [1 ]
Zhou, Y. [2 ]
Pan, Y. [3 ]
机构
[1] Huazhong Univ Sci & Technol, Inst Geotech & Underground Engn, Wuhan 430074, Hubei, Peoples R China
[2] Henan Univ Technol, Sch Civil Engn & Architecture, Zhengzhou 450001, Henan, Peoples R China
[3] Guangzhou Metro Design & Res Inst Co Ltd, Guangzhou 510000, Guangdong, Peoples R China
基金
中国国家自然科学基金;
关键词
Geosynthetics; Prefabricated horizontal drain (PHD); Vacuum consolidation; Flocculation; Dredged clayey slurry; Polyacrylamide; PREFABRICATED VERTICAL DRAINS; PRELOADING METHOD; CONSOLIDATION; BEHAVIOR; SOIL; REFLOCCULATION; GEOTEXTILES; IMPROVEMENT; PRESSURE; CAPACITY;
D O I
10.1680/jgein.21.00035
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study proposes a new method using the combination of flocculation and prefabricated horizontal drain (PHD) assisted with vacuum pressure for rapid dewatering of high-water-content dredged slurry. First, to demonstrate the superiority of using PHD over the more commonly used prefabricated vertical drain (PVD), experiments were conducted to compare the dewatering performance between the PHD and the PVD. Then six model tests with the proposed dewatering method were performed with various contents of flocculant (anionic polyacrylamide (APAM)) to investigate the effect of APAM content on the dewatering process and soil properties (i.e. undrained shear strength, permeability and compressibility). Furthermore, particle size distributions of the slurry before and after model tests were measured to analyze the dewatering behavior and changes in material properties. Finally, particle loss during vacuum consolidation for various APAM contents were compared to study the flocculation effect on clogging problem. Results indicate that the proposed method can prevent significant bending deformation of the drain board and mitigate clogging of the drain filter and, thus, can significantly accelerate the dewatering process of high-water-content dredged slurry.
引用
收藏
页码:299 / 311
页数:13
相关论文
共 54 条
[1]   Equivalent diameter of a prefabricated vertical drain [J].
Abuel-Naga, Hossam ;
Bouazza, Abdelmalek .
GEOTEXTILES AND GEOMEMBRANES, 2009, 27 (03) :227-231
[2]  
ASTM, D2435D2435M11 ASTM
[3]  
ASTM, D508416A ASTM
[4]  
ASTM, D446415 ASTM
[5]  
ASTM, D464800 ASTM
[6]   Laboratory measurements of factors affecting discharge capacity of prefabricated vertical drain materials [J].
Bo, Myint Win ;
Arulrajah, Arul ;
Horpibulsuk, Suksun ;
Chinkulkijniwat, Avirut ;
Leong, Melvyn .
SOILS AND FOUNDATIONS, 2016, 56 (01) :129-137
[7]   Organic polyelectrolytes in water treatment [J].
Bolto, Brian ;
Gregory, John .
WATER RESEARCH, 2007, 41 (11) :2301-2324
[8]   Experimental tests on effect of deformed prefabricated vertical drains in dredged soil on consolidation via vacuum preloading [J].
Cai, Yuanqiang ;
Qiao, Huanhuan ;
Wang, Jun ;
Geng, Xueyu ;
Wang, Peng ;
Cai, Ying .
ENGINEERING GEOLOGY, 2017, 222 :10-19
[9]   Consolidation analysis of clayey deposits under vacuum pressure with horizontal drains [J].
Chai, Jinchun ;
Horpibulsuk, Suksun ;
Shen, Shuilong ;
Carter, John P. .
GEOTEXTILES AND GEOMEMBRANES, 2014, 42 (05) :437-444
[10]   An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments [J].
Chen, Yun-min ;
Cao, Wei-ping ;
Chen, Ren-peng .
GEOTEXTILES AND GEOMEMBRANES, 2008, 26 (02) :164-174