Experimental study of cohesive sediment consolidation and its effect on seepage from dam foundations

2016 ◽  
Vol 31 (1) ◽  
pp. 53-60
Author(s):  
Guangming Tan ◽  
Yiming Chen
2010 ◽  
Vol 22 (1) ◽  
pp. 51-57 ◽  
Author(s):  
Guang-ming Tan ◽  
Lei Jiang ◽  
Cai-wen Shu ◽  
Ping Lv ◽  
Jun Wang

2001 ◽  
Vol 45 ◽  
pp. 667-672
Author(s):  
Masato SEKINE ◽  
Nobuaki IIZUKA ◽  
Kenta FUJIO

2014 ◽  
Vol 72 ◽  
pp. 71-83 ◽  
Author(s):  
Keang Sè Pouv ◽  
Anthony Besq ◽  
Sylvain S. Guillou ◽  
Erik A. Toorman

2006 ◽  
Vol 62 (3) ◽  
pp. 531-545
Author(s):  
Yoshihisa UCHITA ◽  
Kiyoji HASUMOTO ◽  
Noboru OGUMA ◽  
Kenichi KANTO

2011 ◽  
Vol 261-263 ◽  
pp. 1454-1458
Author(s):  
Shuai Jie Guo ◽  
Bao Tian Wang ◽  
Fu Hai Zhang ◽  
Liang Chen

Estuarine area is the intersection zone of river estuary, coastal and land-phase. Cohesive sediment deposition for mutation affects estuary channel transport and brings great challenges to dredging project. Consolidation indicators are closely related to sedimentation and dredging, and there are apparent errors in application of Terzaghi theory in cohesive sediment consolidation evaluation for large stain characteristics. Then it is necessary to modify some consolidation parameters to extend Terzaghi theory in cohesive sediment consolidation. Considering a whole process of sedimentation and consolidation, a unified equation can be established based on sediment deposition and consolidation theory. Equation parameters can be determined by the simulation test (settlement column experiment). According to the settlement curves and volume fraction distribution curves by simulation experiment, modified consolidation coefficient and the trends can be determined, and modified consolidation coefficient can apply in dredging and deposition project.


2019 ◽  
Author(s):  
Rémon M. Saaltink ◽  
Maria Barciela-Rial ◽  
Thijs van Kessel ◽  
Stefan C. Dekker ◽  
Hugo J. de Boer ◽  
...  

Abstract. Conventional drainage techniques are often used to speed up consolidation of fine sediment. These techniques are relatively expensive, are invasive and often degrade the natural value of the ecosystem. This paper focusses on exploring an alternative approach that uses natural processes, rather than a technological solution, to speed up drainage of soft cohesive sediment. In a controlled column experiment, we studied how Phragmites australis can act as an ecological engineer that enhances drainage, thereby potentially promoting sediment consolidation. We measured the dynamics of pore water pressures at 10 cm depth intervals during a 129-day period in a column with and without plants, while the water level was fixed. Water loss via evaporation was measured using Mariotte bottles and the photosynthetic processes – including plant transpiration – were measured with a LICOR photosynthesis system. The results show that several processes initiated by P. australis interfere with the physical processes involved in sediment drainage and consolidation. Phragmites australis effectively altered the pore pressure gradient via water extraction, especially between 40 and 60 cm from the bottom of the column. In this zone, daily cycles in pore pressures were observed which could directly be linked to the diurnal cycle of stomatal gas exchange. On average, water loss via evaporation and transpiration of leaves of P. australis amounted to 3.9 mm day−1, whereas evaporation of bare soil amounted on average to 0.6 mm day−1. Moreover, the depth-averaged hydraulic conductivity increased on average by 40 % in presence of P. australis. The results presented in this study provide information needed for predictive modelling of plants as ecological engineers to speed up soil forming processes in the construction of wetlands with soft cohesive sediment.


2008 ◽  
Vol 52 ◽  
pp. 541-546
Author(s):  
Kenichiro NISHIMORI ◽  
Masato SEKINE ◽  
Takayoshi HIGUCHI ◽  
Toshio AKAGI

Sign in / Sign up

Export Citation Format

Share Document