The Influences of Local Glacitectonic Disturbance on Overconsolidated Clays for Upland Slope Stability Conditions: A Case Study
Abstract
:Featured Application
Abstract
1. Introduction
2. Analysed Area and Materials—Structural Factors of Stability Conditions
- -
- Areas with active slope processes (with the simultaneous lack of structural predisposition to the formation of large landslides);
- -
- Areas with low or periodic slope activity (with a predisposition to the formation of landslides);
- -
- Areas with no traces of slope activity (determined by the structural predisposition for the formation of landslides).
3. Local Estimation of the Clay Roof Relief Based on Electrical Resistivity Prospection
4. Stability Analysis Results, Their Interpretation, and Discussion
4.1. Stability Analysis by 3D Modelling
- -
- Local elevation limited in the plan (3D analysis);
- -
- Dike-like form (reduced to the 2D analysis).
- -
- Parameters of the strength of the soil medium based on the elastic–plastic constitutive Mohr–Coulomb model;
- -
- The optional shape of the roof surface of Neogene clays.
- -
- Point elevation with heights of 3.5 and 8 m (options PE3.5 and PE8);
- -
- Parallel to the edge of the slope, a dike-like form disturbance with a height of 8 m (D8).
4.2. Stability Analysis by 2D Model (Plane Strain State)
5. Conclusions
- Structurally complex soil conditions in the area of the upland slopes (especially considering glacitectonic disturbances) require optional stability analyses, which take into account both the spatial variability of the soil structure and the variability of soil strength parameters.
- For a more precise recognition of the spatial variability of the position of the soil layers, it is recommended to use quasi-3D electrical resistivity imaging (ERI; the so-called 2.5D electrical resistivity imaging). This method is necessary to obtain a ‘continuous’ image of the course of the disturbed roof of key structural surface (clays), which can determine the conditions of the equilibrium state of slopes, deep excavations, etc.
- Identification of the Neogene clay elevation with the ERI method made performing a multivariant stability analysis possible. The results of the analysis allowed the determination of nomograms defining changes in SF depending on c’ and ϕ’.
- The variability of soil properties caused by exogenous factors, in particular in the weak zones (e.g., on the clay roof), resulted in an alternation of strength parameters of the soil, which may change over time. For this reason, the use of parametric sensitivity analyses of computational models is recommended.
- The analysed models indicated that the Neogene clay elevations were the main factor influencing the stability of the massif in the slope area. Changes in soils’ strength parameters were the secondary factor in modifying the structural factors of stability. For example, according to applied models, changes in the strength parameters in the range of ϕ’ ± 5°; c’ ± 5 kPa resulted in changes of SF ± 0.2. The value of internal friction angle was a more important factor influencing slope stability, as this parameter considerably depends on the stress state and indirectly on the geometry of the layers building the slope.
- Stability predictions quite significantly depend on the applied calculation techniques, both analytical methods based on the conditions of moment equilibrium (e.g., Bishop) or forces (e.g., Janbu) and modelling using the finite element method (FEM). In calculations of the stability conditions performed in this paper, the influence of the weak layer was taken into account. Both Janbu and FEM 2D methods produced similar results. The values of the SF index calculated by the Bishop and FEM 3D methods were higher than those obtained with the other methods. The overestimation of the stability value in the case of the Bishop method was related to the use of a circular-cylindrical slip surface, which did not coincide with the probable slip surface related to the course of the weak layer (e.g., the weathered roof of Neogene clays, which is a screen for seeping groundwater). In addition, the highest values of SF results in the FEM 3D method require further research.
- The conducted analyses showed the necessity of mapping the structural conditioning of stability and the necessity of deliberate selection of modelling method that takes into account the variability of both geometric factors and strength characteristics. It was proven by the usefulness of the use of geophysical prospection, which enriches the point characteristics obtained from traditional ground exploration by drilling. Thus, local disturbances and their influence on changes in slope stability can be taken into account.
Author Contributions
Funding
Conflicts of Interest
References
- Carrión-Mero, P.; Briones-Bitar, J.; Morante-Carballo, F.; Stay-Coello, D.; Blanco-Torrens, R.; Berrezueta, E. Evaluation of Slope Stability in an Urban Area as a Basis for Territorial Planning: A Case Study. Appl. Sci. 2021, 11, 5013. [Google Scholar] [CrossRef]
- El Kechebour, B. Relation between stability of slope and the urban density: Case study. Procedia Eng. 2015, 114, 824–831. [Google Scholar] [CrossRef] [Green Version]
- Krawczyk, J.; Tkaczyk, A.M. Czwartorzędowe struktury rynnowe rejonu niecki wrocławskiej w świetle badań geofizycznych—elektrooporowych. Przegląd Geol. 1997, 45, 423–427. (In Polish) [Google Scholar]
- Flieger-Szymańska, M.; Filipiak, P. Geophysical prospection problems in determining the presence and boundaries of hydrogeological structures of buried valleys geoelectric method. Biul. Państwowego Inst. Geol. 2011, 445, 97–106, (In Polish with English summary). [Google Scholar]
- Słodkowska, B.; Gałązka, D. Paleogene and Neogene sediments in mega-scale glaciotectonic structures of the Dylewskie Hills. Biul. Państwowego Inst. Geol. 2015, 461, 251–294, (In Polish with English summary). [Google Scholar] [CrossRef]
- Pacanowski, G.; Sokołowska, M.; Mieszkowski, R. Geoelectrical imaging of complex geological structures of the Morasko Hill in Poznań. Przegląd Geol. 2016, 64, 238–244, (In Polish with English summary). [Google Scholar]
- Kowalczyk, S.; Cabalski, K.; Radzikowski, M.; Jędrzejewski, J. Application of electrical resistivity imaging to ground recognition of the Warsaw Southern Ring-Road. Przegląd Geol. 2017, 65, 772–778, (In Polish with English summary). [Google Scholar]
- Lech, M.; Skutnik, Z.; Bajda, M.; Markowska-Lech, K. Applications of Electrical Resistivity Surveys in Solving Selected Geotechnical and Environmental Problems. Appl. Sci. 2020, 10, 2263. [Google Scholar] [CrossRef] [Green Version]
- Kowalczyk, S.; Mieszkowski, R.; Pacanowski, G. The stability evaluation of Warsaw slope selected pieces based on Electrical Resistivity Tomography survey (ERT). Przegląd Geol. 2014, 62, 634–640. [Google Scholar]
- Bellanova, J.; Calamita, G.; Giocoli, A.; Luongo, R.; Macchiato, M.; Perrone, A.; Uhlemann, S.; Piscitelli, S. Electrical resistivity imaging for the characterization of the Montaguto landslide (southern Italy). Eng. Geol. 2018, 243, 272–281. [Google Scholar] [CrossRef] [Green Version]
- Hack, R. Geophysics For Slope Stability. Surv. Geophys. 2000, 21, 423–448. [Google Scholar] [CrossRef]
- Moradi, S.; Heinze, T.; Budler, J.; Gunatilake, T.; Kemna, A.; Huisman, J.A. Combining Site Characterization, Monitoring and Hydromechanical Modeling for Assessing Slope Stability. Land 2021, 10, 423. [Google Scholar] [CrossRef]
- Kaczmarek, Ł. Geomorphological and geophysical analysis of the Warsaw slope stability conditions in the Ursynów district. Sci. Rev. Eng. Env. Sci. 2014, 65, 215–226, (In Polish with English summary). [Google Scholar]
- Dahlin, T. The development of DC resistivity imaging techniques. Comput. Geosci. 2001, 27, 1019–1029. [Google Scholar] [CrossRef] [Green Version]
- Loke, M.H.; Chambers, J.E.; Rucker, D.F.; Kuras, O.; Wilkinson, P.B. Recent developments in the direct-current geoelectrical imaging method. J. Appl. Geophys. 2013, 95, 135–156. [Google Scholar] [CrossRef]
- Zhang, S.; Li, Y.; Li, J.; Liu, L. Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures. Appl. Sci. 2020, 10, 4029. [Google Scholar] [CrossRef]
- Pirone, M.; Urciuoli, G. Analysis of slope-stabilising piles with the shear strength reduction technique. Comput. Geotech. 2018, 102, 238–251. [Google Scholar] [CrossRef]
- Azarafza, M.; Akgün, H.; Ghazifard, A.; Asghari-Kaljahi, E.; Rahnamarad, J.; Derakhshani, R. Discontinuous rock slope stability analysis by limit equilibrium approaches—A review. Int. J. Digit. Earth 2021, 1–24, ahead-of-print. [Google Scholar] [CrossRef]
- Tang, H.M.; Liu, X.; Xiong, C.R.; Wang, Z.Y.; Eldin, M. Proof of Nondeterministic Polynomial-Time Complete Problem for Soil Slope-Stability Evaluation. Int. J. Geomech. 2016, 16, 12. [Google Scholar] [CrossRef]
- Xia, Y.-X.; Cheng, P.; Liu, M.-M.; Hu, J. Numerical Modeling of 3D Slopes with Weak Zones by Random Field and Finite Elements. Appl. Sci. 2021, 11, 9852. [Google Scholar] [CrossRef]
- Peng, W.X.; Mo, J.J.; Xie, Y.J. Comparison for the Results from 2D and 3D Analysis for Slope Stability. Appl. Mech. Mater. 2011, 90, 255–259. [Google Scholar] [CrossRef]
- Fredlund, M.D.; Fredlund, D.G.; Ivkovic, Z.; Lu, H. Extending slope stability analysis to multi-plane 2D and 3D limit equilibrium approaches. In Proceedings of the 70th Canadian Geotechnical Conference GeoOttawa 2017, Ottawa, ON, Canada, 1–4 October 2017. [Google Scholar]
- Kaczmarek, Ł.; Popielski, P. Selected components of geological structures and numerical modelling of slope stability. Open Geosci. 2019, 11, 208–218. [Google Scholar] [CrossRef]
- MacKillop, K.; Fenton, G.; Mosher, D.; Latour, V.; Mitchelmore, P. Assessing Submarine Slope Stability through Deterministic and Probabilistic Approaches: A Case Study on the West-Central Scotia Slope. Geosciences 2019, 9, 18. [Google Scholar] [CrossRef] [Green Version]
- Lu, K.L.; Zhu, D.Y. A three-dimensional rigorous method for stability analysis and its application. Bull. Eng. Geol. Environ. 2016, 75, 1445–1457. [Google Scholar] [CrossRef]
- Oberhollenzer, S.; Tschuchnigg, F.; Schweiger, H.F. Finite element analyses of slope stability problems using non-associated plasticity. J. Rock Mech. Geotech. Eng. 2018, 10, 1091–1101. [Google Scholar] [CrossRef]
- Sazzad, M.M.; Rahman, F.I.; Mamun, M.A.A. Mesh Effect on the FEM Based Stability Analysis of Slope. In Proceedings of the International Conference on Recent Innovation in Civil Engineering for Sustainable Development, Gazipur, Bangladesh, 11–13 December 2015. [Google Scholar]
- Tschuchnigg, F.; Schweiger, H.; Sloan, S.W. Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history. Comput. Geotech. 2015, 70, 178–189. [Google Scholar] [CrossRef]
- Zienkiewicz, O.C.; Humpheson, C.; Lewis, R.W. Associated and nonassociated visco-plasticity and plasticity in soil mechanics. Geotechnique 1975, 25, 671–689. [Google Scholar] [CrossRef]
- Kaczmarek, Ł.; Dobak, P.; Szczepański, T.; Kiełbasiński, K. Triaxial creep tests of glacitectonically disturbed stiff clay—structural, strength, and slope stability aspects. Open Geosci. 2021, 13, 1118–1138. [Google Scholar] [CrossRef]
- Frankowski, Z.; Majer, E.; Sokołowska, M.; Ryżyński, G.; Ostrowski, S.; Majer, K. Engineering geological research conducted in the Polish Geological Institute during the last fifty years of activity. Przegląd Geol. 2018, 66, 752–768. [Google Scholar]
- Wysokiński, L. The Warsaw Slope in the Śródmieście District (from al. Jerozolimskie to the Sanguszki St.); Drukarnia Piotra Włodarskiego: Warszawa, Poland, 1999. [Google Scholar]
- Kaczmarek, Ł.; Dobak, P. Stability conditions of the Vistula Valley attained by a multivariate approach—A case study from the Warsaw Southern Ring Road. Geologos 2015, 21, 249–260. [Google Scholar] [CrossRef] [Green Version]
- Frankowski, Z.; Bażyński, J.; Zawadzki, R.; Lewkowicz, M.; Smagała, S.; Wysokiński, L.; Majer, E.; Łukasik, S.; Filipowicz, A.; Sobiech, J. Engineering Geological Atlas of Warsaw on a Scale of 1: 10,000; PIG-PIB: Warszawa, Poland, 2000. [Google Scholar]
- Bogusz, W. Prediction of Tunneling-Induced Ground Movements. Ph.D. Thesis, ITB, Warsaw, Poland, 2021. [Google Scholar]
- Sarnacka, Z. Detailed Geological Map of Poland, Scale 1: 50,000, Warsaw East Sheet with Explanations; PIG-PIB: Warszawa, Poland, 1980. [Google Scholar]
- Dahlin, T.; Zhou, B. Multiple-gradient array measurements for multichannel 2D resistivity imaging. Near Surf. Geophys. 2006, 4, 113–123. [Google Scholar] [CrossRef] [Green Version]
- Loke, M.H. Tutorial: 2-D and 3-D Electrical Imaging Surveys; Geotomo Software: Gelugor, Malaysia, 2002. [Google Scholar]
- Stenzel, P.; Szymanko, J. Metody Geofizyczne w Badaniach Hydrogeologicznych i Geologiczno-Inżynierskich (in Polish); Wydawnictwa Geologiczne: Warszawa, Poland, 1973. [Google Scholar]
- Lech, M.; Bajda, M.; Markowska-Lech, K. Zastosowanie tomografii elektrooporowej do określenia głębokości zalegania stropu iłów na wybranych obiektach w rejonie Warszawy. Inżynieria Morska Geotech. 2015, 3, 222–225. (In Polish) [Google Scholar]
- Kaczyński, R. Overconsolidation and microstructures in Neogene clays from the Warsaw area. Geol. Q. 2003, 47, 43–54. [Google Scholar]
- Kaczyński, R. Engineering geological behaviour of London and Warsaw clays. Geologos 2007, 11, 481–490. [Google Scholar]
- Zhu, D.Y. Investigations on the accuracy of the simplified Bishop method. Landslides and Engineered Slopes. In Landslides and Engineered Slopes; Chen, Z., Zhang, J., Li, Z., Wu, F., Ho, K., Eds.; Taylor & Francis Group: London, UK, 2008; pp. 1055–1058. [Google Scholar]
Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations. |
© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Share and Cite
Kiełbasiński, K.; Dobak, P.; Kaczmarek, Ł.; Kowalczyk, S. The Influences of Local Glacitectonic Disturbance on Overconsolidated Clays for Upland Slope Stability Conditions: A Case Study. Appl. Sci. 2021, 11, 10718. https://doi.org/10.3390/app112210718
Kiełbasiński K, Dobak P, Kaczmarek Ł, Kowalczyk S. The Influences of Local Glacitectonic Disturbance on Overconsolidated Clays for Upland Slope Stability Conditions: A Case Study. Applied Sciences. 2021; 11(22):10718. https://doi.org/10.3390/app112210718
Chicago/Turabian StyleKiełbasiński, Kamil, Paweł Dobak, Łukasz Kaczmarek, and Sebastian Kowalczyk. 2021. "The Influences of Local Glacitectonic Disturbance on Overconsolidated Clays for Upland Slope Stability Conditions: A Case Study" Applied Sciences 11, no. 22: 10718. https://doi.org/10.3390/app112210718
APA StyleKiełbasiński, K., Dobak, P., Kaczmarek, Ł., & Kowalczyk, S. (2021). The Influences of Local Glacitectonic Disturbance on Overconsolidated Clays for Upland Slope Stability Conditions: A Case Study. Applied Sciences, 11(22), 10718. https://doi.org/10.3390/app112210718