scholarly journals Soil–atmosphere interaction in earth structures

Author(s):  
Yujun Cui
2010 ◽  
pp. 627-632
Author(s):  
B Caicedo ◽  
J Tristancho ◽  
L Thorel

Author(s):  
C. Meisina ◽  
M. Bordoni ◽  
D. Zizioli ◽  
S. Chersich ◽  
R. Valentino ◽  
...  

2013 ◽  
Vol 165 ◽  
pp. 20-28 ◽  
Author(s):  
Yu-Jun Cui ◽  
An Ninh Ta ◽  
Sahar Hemmati ◽  
Anh Minh Tang ◽  
Behrouz Gatmiri

2017 ◽  
Vol 22 (5) ◽  
pp. 1642-1650 ◽  
Author(s):  
Yongzhen Cheng ◽  
Xiaoming Huang ◽  
Chang Li ◽  
Lianyou Li

2021 ◽  
Vol 337 ◽  
pp. 03019
Author(s):  
Murilo Pereira da Silva Conceição ◽  
Camilla Maria Torres Pinto ◽  
Fernando Antonio Leite Vieira Lima ◽  
Sandro Lemos Machado

Results of coupled slope stability analysis performed on two urban slopes in Salvador-BA, considering suction variations due to soil-atmosphere interactions over the years of 2016 and 2018 are presented. Boundary conditions, unsaturated soil shear strength and hydraulic parameters were determined by surveying the local topography, analysing climatic and hydrological data, and gathering undisturbed soil samples from the slopes. Soil characterization, saturated and suction controlled triaxial tests and permeability, evaporation and soil water retention curve tests were performed. The simulation of the slope stability over time was performed using SEEP/W and SLOPE/W. A “soil-climate interaction function” and a modifier function were used as two distinct approaches to model the interactions between soil and the environment. The Vanapalli et al. (1996) [1] and Fredlund et al. (1978) [2] models were used to fit the cohesion versus suction curves. The most severe stability conditions were obtained in modelling considering the modifier function for soil-atmosphere interaction and Vanapalli et al. (1996) [1] model for slope 2 and the model of Fredlund et al. (1978) [2] for slope 1.


2021 ◽  
Author(s):  
Carmine Gerardo Gragnano ◽  
Guido Gottardi ◽  
Elena Toth

<p>One of the principal source of vulnerability for riverbanks is given by slopes instabilities, which is triggered on the riverside by fluvial erosion. In order to mitigate such erosion, the establishment of a dense herbaceous cover aims at promoting the slope protection and reducing the likelihood of embankment failure. In fact, the aerial parts of vegetation reduce the mechanical impact of river level fluctuations and rainfall on the embankment and retain sediment transported, while the belowground parts reinforce mechanically the materials forming the top of the embankment, facilitating drainage in the topmost layers and promoting plant water uptake, thus contributing to the regulation of the drying/wetting cycle.</p><p>Plating deep-rooting perennial, herbaceous species on earth embankments therefore represent a sustainable, green intervention for the protection of a riverbank susceptible to fluvial erosion, contributing to the preservation of the fluvial ecosystem environment and avoiding a wide use of grey solutions. The European research project OPERANDUM is testing also this typology of NBS, with an experimental site selected on the river Panaro, one of the main tributary of the main Po River, Italy. To investigate the effect of vegetation on the riverbank soil, a monitoring system has been installed at shallow depths. The system estimates soil water content, matric suction and pore water pressure, in order to quantify the effects of the growth of different vegetation species, which have been recently seeded on site, for analyzing the plant-soil-atmosphere interaction. The work will present the site preparation and the system implementation. The analysis of the first collected data and the outcomes of the preliminary investigations, including site and laboratory experiments, will then be discussed. Monitoring data collected along the entire vegetation growth cycle, that is expected to take around two years, will allow to quantify the influence of vegetation in the soil-atmosphere interaction processes and, on the long-term, verify its effective contribution in riverbank protection.</p>


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