Development of Design Charts for Installation of Granular Piles in Soft Clays

2019 ◽  
Author(s):  
Akash Jaiswal ◽  
Rakesh Kumar ◽  
Sareesh Chandrawanshi
Keyword(s):  
Soft Clays ◽  
Design Charts ◽  
Granular Piles

Design options for self-cleansing storm sewers

1996 ◽  
Vol 33 (9) ◽  
pp. 215-220 ◽  
Author(s):  
Chandramouli Nalluri ◽  
Aminuddin Ab. Ghani
Keyword(s):  
Cohesive Sediments ◽  
Stress Criterion ◽  
Sediment Bed ◽  
Sediment Size ◽  
Codes Of Practice ◽  
Design Charts ◽  
Design Options ◽  
Minimum Velocity ◽  
Limited Depth ◽  
Storm Sewers

A list of available codes of practice for self-cleansing sewers is presented and a review of appraisals of minimum velocity criterion is summarised. Comparisons of newly developed “minimum velocity” criteria and “minimum shear stress” criterion are presented. Some design charts are also given. These charts are applicable to non-cohesive sediments (typically storm sewers). It appears that sediment size and concentration need to be taken into account, and that a limited depth of sediment bed is recommended for large pipes (diameters > 1000 mm) to maximise their transport capacity.

scholarly journals Compressibility Characteristics of Soft Clays Treated by Graphene

2020 ◽  
Vol 978 ◽  
pp. 012035
Author(s):  
Mohammed Y. Fattah ◽  
Sinan A. Al-Haddad ◽  
Kumail R. Al-Khafaji
Keyword(s):  
Soft Clays ◽  
Compressibility Characteristics

scholarly journals Numerical analysis on zone-divided deep excavation in soft clays using a new small strain elasto–plastic constitutive model

2021 ◽  
Author(s):  
Afnan Younis Tanoli ◽  
Bin Yan ◽  
Yong-lin Xiong ◽  
Guan-lin Ye ◽  
Usama Khalid ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Constitutive Model ◽  
Small Strain ◽  
Deep Excavation ◽  
Soft Clays
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