scholarly journals Projeto de Estabilização de Talude: um Estudo de Caso em Nova Friburgo – RJ / Slope Stabilization Project: a Case Study in Nova Friburgo – RJ

2021 ◽  
Vol 7 (9) ◽  
pp. 91346-91361
Author(s):  
André Garcia De Oliveira ◽  
José Branham Ribeiro De Lima ◽  
Bruno Canuto de Souza Alves ◽  
Priscila da Cunha Luz Barcellos ◽  
Júlio César Da Silva ◽  
...  
Keyword(s):  
2021 ◽  
Vol 11 (16) ◽  
pp. 7176
Author(s):  
Guillermo Cobos ◽  
Miguel Ángel Eguibar ◽  
Francisco Javier Torrijo ◽  
Julio Garzón-Roca

This case study presents the engineering approach conducted for stabilizing a landslide that occurred at “El Portalet” Pass in the Central Spanish Pyrenees activated due to the construction of a parking lot. Unlike common slope stabilization cases, measures projected here were aimed at slowing and controlling the landslide, and not completely stopping the movement. This decision was taken due to the slow movement of the landslide and the large unstable mass involved. The degree of success of the stabilization measures was assessed by stability analyses and data obtained from different geotechnical investigations and satellite survey techniques such as GB-SAR and DinSAR conducted by different authors in the area under study. The water table was found to be a critical factor in the landslide’s stability, and the tendency of the unstable slope for null movement (total stability) was related to the water table lowering process, which needs more than 10 years to occur due to regional and climatic issues. Results showed a good performance of the stabilization measures to control the landslide, demonstrating the effectiveness of the approach followed, and which became an example of a good response to the classical engineering duality cost–safety.


Geosciences ◽  
2020 ◽  
Vol 10 (4) ◽  
pp. 130
Author(s):  
Diana Salciarini ◽  
Evelina Volpe ◽  
Ludovica Di Pietro ◽  
Elisabetta Cattoni

Traditional technical solutions for slope stabilization are generally costly and very impacting on the natural environment and landscape. A possible alternative for improving slope stability is based on the use of naturalistic engineering techniques, characterized by a low impact on the natural environment and being able to preserve the landscape identity and peculiarities. In this work, we present an application of such techniques for slope stabilization along a greenway located in central Italy, characterized by an extraordinary natural environment. First, 22 potentially unstable slopes have been identified and examined; then, among these, two standard type slopes have been selected. For both of them, an appropriate naturalistic engineering work has been proposed and stability analyses have been carried out. These have been performed by considering different piezometric conditions and using two different approaches: (a) a classical deterministic approach, which adopts deterministic values for the mechanical properties of the soils neglecting any uncertainty, and (b) a probabilistic approach that takes into account a statistical variability of the soil property values by means of their probability density functions (PDFs). The geometry of each slope derives from a digital model of the soil with 1 meter resolution, obtained through Light Detection and Ranging (LiDAR) survey provided by the Italian Ministry of the Environment. The soil mechanical characteristics and their PDFs are derived from the geotechnical soil property database of the Perugia Province. Results show an increase in slope stability produced by the adopted countermeasures measured in terms of Factor of Safety ( F s ), Probability of Failure (PoF) and efficiency.


2013 ◽  
Vol 2013 ◽  
pp. 1-12 ◽  
Author(s):  
Cheng Huang ◽  
Wei-zhong Ren ◽  
Ling-wei Kong

This paper presents a novel mathematical modelling for analyzing stabilizing piles with prestressed tieback anchors. The new differential equations governing the mechanical response of the stabilizing pile are formulated and the boundary conditions considering the tie-back anchors are mathematically specified. Then, the system of differential equations is numerically solved by the high-accuracy Runge-Kutta finite difference method. A simple computer program has been written on the platform of MATLAB to run the procedure of the proposed algorithm. This approach is entirely different from the traditional finite element method used to design the anchored piles. The FEM is employed to verify the feasibility of the developed method. The comparative case study indicates that the proposed method has more higher modeling and computing efficiency than the FEM and can be an alternative method for designing the anchored pile used for slope stabilization.


Author(s):  
C. D. F. Rogers ◽  
S. Glendinning ◽  
C. C. Holt
Keyword(s):  

2021 ◽  
Vol 7 (11) ◽  
pp. 106565-106477
Author(s):  
Thiago Felipe Ferreira ◽  
José Branham Ribeiro De Lima ◽  
Bruno Canuto de Souza Alves ◽  
Priscila da Cunha Luz Barcellos ◽  
Júlio César Da Silva ◽  
...  

Author(s):  
Romāns Arhipenko

Slope stabilization is quite rare geotechnical design task in Latvia. Therefore, no much practical experience is accumulated in geotechnical society hands within this field. The problem solving process is unroutine and shall be based on engineering judgement, made by person responsible for design. The case study of the particular creeping slope stabilization problem contains the history of it’s evolution and the planned geotechnical investigation methods which will be implemented for additional geotechnical investigations. In author’s opinion the experience described in this article highlights the importance of geotechnical work programme elaboration by the person responsible for the design structural solution, and the necessity of supervision during geotechnical investigation process.


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