Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient

Author(s):  
Meng-Die Bao ◽  
Jun-Gao Zhu ◽  
Hui-Feng Zheng ◽  
Zhong Liu
2014 ◽  
Vol 904 ◽  
pp. 383-388
Author(s):  
Wen Bo Li

The permeability of coarse-grained soil is influenced by many factors. The results of permeability tests in different conditions indicate the effects of coarse-grained soil dry density of , fines content P5,void ratio e and nonuniform coefficient Cu to the permeability coefficient. Analyzing the relationship between coarse-grained soil dry density , fines content P5, void ratio e, nonuniform coefficient Cu and permeability coefficient, thus there is a relational expression between coarse-grained soil dry density of soil , fines content P5, void ratio e, nonuniform coefficient Cu and permeability coefficient.


2017 ◽  
Vol 71 (1) ◽  
pp. 661-666 ◽  
Author(s):  
Munehisa YOSHIDA ◽  
Toshiya KITAMURA ◽  
Hideyuki KATSUSHIMA ◽  
Keisuke KONDO

2011 ◽  
Vol 255-260 ◽  
pp. 602-606
Author(s):  
Long Fei Cheng ◽  
Lin Yan Li

Masonry retaining structure consists of precast concrete blocks, which has good looks and is in harmony with environment. Blocks with proper shape can be used in fluctuating belt of the reservoir area. The construction of masonry structure should conform to the following steps: first, excavate the foundation ditch, lay a cushion and arrange the controlling points, insuring the quality of the first layer of blocks; it would be better to choose inorganic coarse-grained soil as filler and to set a water filtering layer with a height more than 30cm behind the retaining wall; carry on the construction of earth filling behind the wall after the blocks are fixed as requested, and then fix the geotechnical grille when the height of earth filling reaches the elevation of the grille; put Geotechnical Fabric between permeable aggregate and the earth filling behind it to keep the two materials from mixing.


2018 ◽  
Vol 155 ◽  
pp. 120-126 ◽  
Author(s):  
Ruiqiang Bai ◽  
Yuanming Lai ◽  
Mingyi Zhang ◽  
Jianqiang Gao

2012 ◽  
Vol 446-449 ◽  
pp. 1450-1453
Author(s):  
Zhi Hong Nie ◽  
Kun Li ◽  
Jian Xia

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