Laboratory investigation of plant root reinforcement on the mechanical behaviour and collapse potential of loess soil

2020 ◽  
pp. 1-17
Author(s):  
Nima Valizade ◽  
Alireza Tabarsa
Keyword(s):  
Laboratory Investigation ◽  
Mechanical Behaviour ◽  
Plant Root ◽  
Loess Soil ◽  
Root Reinforcement ◽  
Collapse Potential

A laboratory investigation on the thermo-mechanical behaviour of thermal piles in sand

2016 ◽  
pp. 305-310
Author(s):  
A Rafiei ◽  
C Arya ◽  
S James ◽  
R Correia ◽  
R Fuentes
Keyword(s):  
Laboratory Investigation ◽  
Mechanical Behaviour

Plant Root Reinforcement of Slopes

2012 ◽  
Author(s):  
Davies M. C. R ◽  
Sonnenberg R ◽  
Bransby M. F ◽  
Bengough A. G ◽  
Hallett P. D
Keyword(s):  
Plant Root ◽  
Root Reinforcement

Plant Root Reinforcement Effect for Coastal Slope Stability

2015 ◽  
Vol 73 ◽  
pp. 216-219
Author(s):  
Yu Wang ◽  
Zongying Shu ◽  
Yingren Zheng ◽  
Shengxie Xiao
Keyword(s):  
Slope Stability ◽  
Plant Root ◽  
Reinforcement Effect ◽  
Root Reinforcement ◽  
Coastal Slope

Mechanical effects of plant root reinforcement

2019 ◽  
pp. 51-69
Author(s):  
Charles W. W. Ng ◽  
Anthony K. Leung ◽  
Junjun Ni
Keyword(s):  
Plant Root ◽  
Root Reinforcement ◽  
Mechanical Effects

Laboratory investigation of the mechanical behaviour of Tournemire shale

1997 ◽  
Vol 34 (1) ◽  
pp. 3-16 ◽  
Author(s):  
H. Niandou ◽  
J.F. Shao ◽  
J.P. Henry ◽  
D. Fourmaintraux
Keyword(s):  
Laboratory Investigation ◽  
Mechanical Behaviour

The geometrical description of linear and simple planar features in soils

Soil Research ◽  
1967 ◽  
Vol 5 (1) ◽  
pp. 21 ◽  
Author(s):  
DR Willoughby
Keyword(s):  
Root System ◽  
Mechanical Behaviour ◽  
Spatial Orientation ◽  
Graphical Method ◽  
Plant Root ◽  
The Other ◽  
Geometrical Description ◽  
Plant Root System

A quantitative graphical method of describing the spatial orientation of all linear and planar features in soils is presented. The method is then applied, on two black earth samples, to obtain solutions for planar particles and planar pores in one soil, and the plant root system and planar pores in the other. The solutions from each of these components are not only suitable for comparison with each other but, more importantly, are an expression of certain aspects of soil mechanical behaviour.

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