scholarly journals Stability analysis of an expansive soil-embankment slope with a soft interlayer

2020 ◽  
Vol 570 ◽  
pp. 032022
Author(s):  
Zhenming Shi ◽  
Siyi Zhao ◽  
Yafei Qiao ◽  
Manchao He
Keyword(s):  
Stability Analysis ◽  
Expansive Soil ◽  
Embankment Slope ◽  
Soft Interlayer

Stability analysis of cohesive soil embankment slope based on discrete element method

2020 ◽  
Vol 27 (7) ◽  
pp. 1981-1991
Author(s):  
Guang-ji Xu ◽  
Kun-zhi Zhong ◽  
Jian-wei Fan ◽  
Ya-jing Zhu ◽  
Yu-qing Zhang
Keyword(s):  
Stability Analysis ◽  
Discrete Element Method ◽  
Cohesive Soil ◽  
Discrete Element ◽  
Embankment Slope ◽  
Element Method

Stability analysis method of geogrid reinforced expansive soil slopes and its engineering application

2020 ◽  
Vol 27 (7) ◽  
pp. 1965-1980
Author(s):  
Rui Zhang ◽  
Ming-xu Long ◽  
Tian Lan ◽  
Jian-long Zheng ◽  
Chao Geoff
Keyword(s):  
Stability Analysis ◽  
Engineering Application ◽  
Expansive Soil ◽  
Analysis Method ◽  
Soil Slopes

Sand Soil Properties as the Sea Embankment Material Used in Pipe-Bag Riding Method

2012 ◽  
Vol 488-489 ◽  
pp. 1071-1075
Author(s):  
Xuan Zhang ◽  
Liang De He ◽  
Ning Zhuang
Keyword(s):  
Stability Analysis ◽  
Laboratory Tests ◽  
Grain Shape ◽  
Construction Material ◽  
Sand Soil ◽  
Liquefaction Potential ◽  
Shape Coefficient ◽  
Embankment Slope ◽  
Coefficient Of Permeability ◽  
The Stability

Comparing with the stability demands of construction material used in pipe-bag riding technology for sea embankments, and based on many site and laboratory tests of sand distributed in Dongtai offshore, Northern Jiangsu Province in China for reclamation engineering, the type of sand, mechanical composition, grain shape, coefficient of permeability and liquefaction potential of sands were discussed. Additionally, the sea embankment slope stability analysis and seepage stability analysis demonstrate the sands can be used in sea embankment construction for pipe bag method

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