Imię i nazwisko:
dr hab. inż. Lesław Zabuski

Stanowisko:
docent

Kontakt:
Instytut Budownictwa Wodnego
Polskiej Akademii Nauk
Kościerska 7
80-328 Gdańsk
tel.: (+48)585222974
e-mail: lechu(at)ibwpan(dot)gda(dot)pl

Książki:

cover Zabuski L.
Mechanika skał w Polsce - wybrane zagadnienia.
wydawca: IMiGW
ISBN:
rok wydania: 2004
język: PL

Streszczenie:

Selected problems are described in the study, which nowadays are the matter of rock mechanics investigations in Poland. It is composed of six chapters. The first contains introduction. Principal trends of the research are discussed in the second. The new materials used to the construction of tunnel linings and to the reinforcing of the rock foundations and slopes are described in chapter 3, whereas chapter 4 is devoted to the description of the geomechanical and numerical models, applied in the stability analyses and deformation processes of the rock masses and constructions founded in/on them. The monitoring procedures developed in tunnelling and landslide observations are presented in chapter 5. Chapter 6 contains the summary and the remarks regarding the future trends of the rock mechanics in Poland.

cover Lesław Zabuski
Zachowanie się fliszowego ośrodka skalnego w otoczeniu konstrukcji podziemnej na przykładzie tunelu na niedużej głębokości.
wydawca: IBW PAN
ISBN: 83-85708-48-0
rok wydania: 2002
język: PL

Streszczenie:

The book gives the investigation results of the tunnel and surrounding flysch mass behaviour in the experimental object at Świnna Poręba, during the excavation of two hydrotechnical tunnels. The tunnels were excavated at a shallow depth – from 0 to 55 m. “Shallow depth” means such depth of the tunnel for which the influence of superficial phenomena on the properties of the rock mass situated between tunnel and terrain surface is noticeable.

Investigation of the tunnel behaviour required the applying of interdisciplinary methods. Investigations of geological-engineering and mechanical properties of the rock mass and its description enabled the formulation of rock mass models. Simultaneous with excavation progress, systematic displacement measurements were carried out, their results constituting the basis for statistical analyses of the tunnel deformations. The results of the measurements enabled the formulation of rules governing deformation processes. A numerical analysis was carried out to determine the stress and deformation distribution and evaluate failure processes in the rock mass. Verification of these was possible on the basis of their comparison with the results of measurements. Calculation results show the processes observed inside the rock mass and thus explain the reasons for deformations observed in the tunnels.

The results could be considered to be a contribution to the description of the behaviour of flysch rock mass during shallow tunnel excavation. Special attention should be paid to the formulation of rock mass mechanical models, to determining dependencies allowing for displacement prediction, as wee as to the description of the phenomena associated with excavation ad initiated in front of the tunnel heading face. Methodological results should also be mentioned – some conclusions constitute the basis for modelling procedure of rock mass for numerical simulation of excavation processes.

cover Lesław Zabuski, Kazimierz Thiel, Lesław Bober
Osuwiska we fliszu Karpat polskich: geologia - modelowanie - obliczenia stateczności.
wydawca: IBW PAN
ISBN: 83-85708-33-2
rok wydania: 1999
język: PL

Streszczenie:

The study contains the results of the comprehensive, interdisciplinary investigations of the landslide phenomena in Carpathian flysch. It is divided into two principal parts. The geological aspects of the slopes stability are described in the first part. It contains the description of the geological properties of the rock mass, especially important from the point of view of their influence on the slope stability. The problems connected with the systematisation of the mass movements and with the phenomena influencing the state of the slopes are analysed. The investigations history of the Carpathian landslides is shortly presented. The “landsliding” in flysch are next characterized (A. Kleczkowski defines this phenomenon as “repeated tendency to sliding, caused by the external conditions and connected with the internal causes”), with taking into account the geological structure of the massif. The “external conditions” act on the object from outside, whereas the “internal causes” are connected with geological structure of the rock mass composing the slope as well as with hydrogeological conditions and also with terrain morphology. The quantitative estimation of landslides appearance in different regions of Carpathians is proposed and geological classification of the slopes from the point of view of susceptibility to sliding is presented.

Mechanical properties of the flysch rock mass are characterized, the mechanical models are discussed and results of the stability calculations are presented in the second part of the study. The geological properties described in the first part are considered as an input data to the models discussed here. It should be mentioned that the example slopes analysed in this part are partially fictitious. The extensive list of references is included at the end of the study. The appendices are also enclosed. They contain the example data regarding the material losses caused by the landslides in Carpathians, listings of the mechanical parameters of the flysch rocks and rock masses, description of the original distinct element method, which was used in the stability analysis of the slope composed of discontinuous rock mass.

cover Lesław Bober, Lesław Zabuski, Kazimierz Thiel
Zjawiska osuwiskowe w polskich Karpatach fliszowych, Geologiczno-inżynierskie właściwości wybranych osuwisk.
wydawca: IBW PAN
ISBN: 83-85708-23-5
rok wydania: 1997
język: PL

Streszczenie:

The book is elaborated basing on the results of the realization of the Polish Scientific Committee research project “Investigations and analyses of the rock slopes stability in Carpathian flysch”. It contains the sets of geological-engineering data and informations for 37 selected landslides, situated in the region of Carpathians in Poland. The results of own investigations, as well as performed by the other authors are utilized. The main objective of the study is possibly in-depth and systematic presentation of morphology, geological structure, hydrogeological conditions of the landslide slopes, as well as the mechanisms and causes of the landslides initiation and progression. Thanks to its structure and scope the publication could be considered as a catalogue, in which the landslides are described in turn, divided into four groups. The criterion of this division is the orientation of the rock layers with respect to the terrain surface. The list of the landslides in each group is preceded by the schematic figures and concise definitions, explaining the terms, which constitute the criteria of this division. At the beginning of the publication, schematic map is presented with the location of each described landslide, as well as the explanations of signs and labels used on all landslide maps, cross-sections and excavations (e.g. shafts, boreholes) are given. The list of references is given at the end of the book, enabling the reader to find the original publications, creating the basis for preparation of the study.

cover Lesław Zabuski, Kazimierz Thiel, Jolanta Iwańczak
Projektowanie i wykonanie automatycznych systemów kontroli zboczy na przykładzie zbocza osuwiskowego w Tresnej.
wydawca: IBW PAN
ISBN: 83-85708-02-2
rok wydania: 1992
język: PL

Streszczenie:

Formation of water reservoirs in the mountain regions is a frequent reason of activation of old or development of new landslides on the embankment slopes. Such landslides are unfavourable and in some cases dangerous phenomena. Therefore their registration, observation and forecasting is the matter of the great importance. These activities are carried out using many different methods and means. The most simple is a general periodic inspection of the reservoir embankments. In some cases very sophisticated observations should be carried out, in which specialized measurement equipment is installed, which forms the monitoring system.

Such system, installed on the landslide slope in Tresna near Żywiec is described in the study. The slope is situated on the embankment of Żywieckie Lake – artificial reservoir formed in 1966 on Soła River after construction of Tresna Dam. There was an old landslide on the slope, which was reactivated due to reservoir filling. The monitoring system, named ASKOT was designed and installed on the slope in 1986-90.

The subject of the study is the description of the problems, which concern ASKOT installation. The problems presented can be divided into three groups. In the first group general considerations regarding the needs, objectives and methods of the slope monitoring are presented. ASKOT is a first system installed in Poland, thus such considerations are necessary. The second group contains the results of interdisciplinary investigations and measurements (e.g. geology, geotechnics, geophysics, displacement measurements, etc.), carried out before and during the installation of the system. The third group concerns the structure and construction of ASKOT.

The slope inclined at 14 degrees is formed of typical Carpathian flysch rocks – i.e. sequentially lying beds of sandstone and clay shale. The slides of the rock mass are observed at different depths in the shales. Slide surfaces were detected using different methods. The inclinometric measurements were recognized as most efficient and accurate, as they allow to find any slide surface which is contemporary active. It was stated that the main reasons, determining slide movement are the fluctuations of the underground water table (GWL) in the slope and changes the water level in the reservoir. These phenomena are strongly related with precipitations. These dependencies are discussed in the study.

ASKOT was designed and installed basing on the general principles, given in the first group. The results of the former investigations and measurements were also taken into account. It can be described as “cause-effect” system, i.e. the system, which records the quantities influencing the state of the slope (GWL, water level in the reservoir) and being the causes of its instability and the quantities which are the attribute (effect) of instability (slope deformations). The piezometric gauges were installed in the boreholes on the slope, to record the GWL, whereas the displacements were measured by fixed-in-place borehole inclinometers, located at the depths of the active slide surfaces. The limit values were determined, i.e. maximum admissible values for the quantities measured. It was assumed that the critical state of the slope is reached if the value of some quantity reaches or exceeds the limit value.

The gauges arranged on the slope are electrically connected with the measurement centre. The principal part of this centre is the measuring unit, automatically connected with the gauges in time of the measurement action. Both the gauges and the unit act on the principle of the vibrating wire. The remote control of the measurements is provided using microcomputer which is logically connected by the interface to the measurement unit, so the later “understands” the signals from the microcomputer and record the results as well as “translates” them into physical quantities. The ASKOT structure could be modified, e.g. by adding the new gauges or installing the alarm set, etc.

The study gives some contribution to the recognition of the landslide processes in the nearest vicinity of the water reservoirs as well as it gives some practical and theoretic aims, which possibly could help to install the systems allowing to monitor the state of the slopes.

Publikacje:

  1. Mantovani M., Marcato G., Pasuto A., Zabuski L.: Monitoring, numerical modeling and hazard mitigation of the Moscardo landslide (Eastern Italian Alps). Engineering Geology, Vol. ArticlesInPress, 2011, http://www.sciencedirect.com/science/article/pii/S0013795211002407
  2. Zabuski L., Marcato G.: Behaviour of a tunnel excavated in jointed rock mass. 2010, poster
  3. Zabuski L., Marcato G.: Behaviour of a tunnel excavated in jointed rock mass. W: Geologically Active: Proceedings of the 11th IAEG Congress, CRC Press—Taylor and Francis Group, 2010, CD - s. 3927-3934
  4. Mrozek T., Zabuski L.: Numerical analysis of shallow landsliding – an option to substantiate mass movement hazard assessment (case study in Beskid Niski, Polish Flysch Carpathians). 2010, poster
  5. Zabuski L., Marcato G.: Analysis of landslide phenomena in a sandstone quarry and proposals for countermeasure works. 2009, poster
  6. Marcato G., Mantovani M., Pasuto A., Tagliavini F., Silvano S., Zabuski L.: Assessing the possible future development of the Tessina landslide using numerical modelling. W: Proceedings of the International Conference on Landslide Processes: from Geomorphologic Mapping to Dynamic Modelling. Red. J.-P. Malet, A. Remaître, T. Boogard, Strasbourg: CERG, 2009, s. 327-332
  7. Gil E., Zabuski L., Mrozek T.: Hydrometeorological conditions and their relation to landslide processes in the Polish Flysch Carpathians (an example of Szymbark area). Studia Geomorphologica Carpatho-Balcanica, Vol. 43, 2009, s. 127-143
  8. Zabuski L.: Inklinometryczne pomiary przemieszczeń zbocza jako podstawa oceny mechanizmów osuwiskowych. W: Zintegrowany monitoring środowiska przyrodniczego: funkcjonowanie środowiska przyrodniczego w okresie przemian gospodarczych w Polsce. Red. Witold Bochenek, Małgorzata Kijowska, Biblioteka Monitoringu Środowiska, Tuchów: Mała Poligrafia WSD Redemptorystów, 2009, s. 322-328
  9. Zabuski L., Wójcik A., Gil E., Mrozek T., Rączkowski W.: Landslide process in a flysch massif - case study of the Kawiory landslide, Beskid Niski Mts. (Carpathians, Poland). Geological Quarterly, Vol. 53, No. 3, Polish Geological Institute, 2009, s. 317-332
  10. Zabuski L.: Stabilizowanie nasypów drogowych. W: Problematyka osuwisk w budownictwie komunikacyjnym. Red. Jolanta Żurowska, Zeszyty Naukowo-Techniczne SITK Oddział w Krakowie, Monografie Konferencyjne Nr 88, Z. 144, Kraków, 2009, s. 441-461
  11. Borgatti L., Corsini A., Marcato G., Sartini G., Truffelli G., Zabuski L.: Apprise the structural mitigation of landslide risk via numerical modelling: a case study from the northern Apennines (Italy). Georisk, Vol. 2, No. 3, 2008, s. 141-160
  12. Krąpiec M., Rączkowski W., Danek M., Gil E., Kłusek M., Zabuski L.: Monitoring dendrogeomorfologiczny osuwisk w Beskidzie Niskim. Prace Komisji Paleogeografii Czwartorzędu Polskiej Akademii Umiejętności, T. 6, Kraków: Polska Akademia Umiejętności, 2008, s. 173-184
  13. Rączkowski W., Zabuski L.: Numeryczne modelowanie deformacji stoku osuwiskowego - Maślana Góra w Szymbarku k. Gorlic. Geologia, Kwartalnik Akademii Górniczo-Hutniczej, Tom 34, z. 4, Kraków, 2008, s. 733-742
  14. Marcato G., Fujisawa K., Mantovani M., Pasuto A., Silvano S., Tagliavini F., Zabuski L.: Evaluation of seismic effect on the landslide deposits of Monte Salta (Eastern Italian Alps) using distinct element method. Natural Hazards and Earth System Sciences, Vol. 7, No. 6, European Geosciences Union, 2007, s. 695-701
  15. Marcato G., Borgatti L., Corsini A., Pasuto A., Silvano S., Zabuski L.: Numerical analysis of countermeasure work influence on earth slide stabilisation: a case study in South Tyrol (Italy). W: Conference Presentations, 1st North American Landslide Conference, Vail, Colorado. Red. Vernon R. Schaefer, Robert L. Schuster, Keith Turner, AEG Special Publication, No. 23, AEG, 2007, s. 1007-1015
  16. Marcato G., Silvano S., Zabuski L.: Modellazione di ammassi rocciosi instabili con il metodo degli elementi distinti. Giornale di Geologia Applicata, Vol. 2, AIGA, 2006, s. 87-92
  17. Zabuski L.: Numerical modelling of the landslide process using discontinuous approach. W: Proceedings of the conference Mass Movement Hazard in Various Environments. Red. Marek Graniczny, Magdalena Czarnogórska, Katarzyna Jarmołowicz-Szulc, Panagiotis Balabanis, Polish Geological Institute Special Papers, Vol. 20, Warszawa: Polish Geological Institute, 2006, s. 119-124
  18. Zabuski L.: Numerical three-dimensional modelling of the landslide process in the Carpathian flysch. W: Proceedings of the conference Mass Movement Hazard in Various Environments. Red. Marek Graniczny, Magdalena Czarnogórska, Katarzyna Jarmołowicz-Szulc, Panagiotis Balabanis, Polish Geological Institute Special Papers, Vol. 20, Warszawa: Polish Geological Institute, 2006, s. 114-118
  19. Marcato G., Mantovani M., Pasuto A., Silvano S., Tagliavini F., Zabuski L., Zannoni A.: Site investigations and modelling at La Maina Landslides (Carnian Alps, Italy). Natural Hazards and Earth System Sciences, Vol. 6, No. 1, European Geosciences Union, 2006, s. 33-39
  20. Zabuski L., Bochenek W., Gil E.: Współczesne quasi-ciągłe ruchy osuwiskowe w rejonie Szymbarku (Beskid Niski). W: Zintegrowany monitoring środowiska przyrodniczego: funkcjonowanie i monitoring geoekosystemów Polski w warunkach narastającej antropopresji. Red. Lech Krzysztofiak, Biblioteka Monitoringu Środowiska, Warszawa, 2006, s. 135-144
  21. Rączkowski W., Wójcik A., Zabuski L.: Zintegrowane badania osuwiskowe w rejonie Szymbarku, Beskid Niski - na przykładzie projektu Alarm w 5 Programie Ramowym UE. W: Zintegrowany monitoring środowiska przyrodniczego: funkcjonowanie i monitoring geoekosystemów Polski w warunkach narastającej antropopresji. Red. Lech Krzysztofiak, Biblioteka Monitoringu Środowiska, Warszawa, 2006, s. 121-134
  22. Mrozek T., Wójcik A., Rączkowski W., Nescieruk P., Zimnal Z., Gil E., Bochenek W., Zabuski L.: Osuwiska okolic Szymbarku. Aplikacyjne aspekty projektu ,,Alarm''. W: VII Zjazd Geomorfologów Polskich: przewodnik do sesji terenowej ,,Wybrane problemy geomorfologii Karpat fliszowych''. Red. Adam Kotarba, Kazimierz Krzemień, Jolanta Święchowicz, Kraków: IGiGP UJ, 2005, s. 62-68
  23. Zabuski L., Gil E., Bochenek W.: Interdependence between ground water level and displacement of the landslide slope. Polish Geological Institute Special Papers, Vol. 15, Warszawa: Polish Geological Institute, 2004, s. 39-41
  24. Mrozek T., Poli S., Sterlacchini S., Zabuski L.: Landslide susceptibility assessment. A case study from the Beskid Niski Mts., Carpathians, Poland. Polish Geological Institute Special Papers, Vol. 15, Warszawa: Polish Geological Institute, 2004, s. 13-18
  25. Zabuski L.: Mechanika skał w Polsce - wybrane zagadnienia, [Rock mechanics in Poland – selected problems]. Materiały Badawcze, Seria: Inżynieria Wodna, nr 16, Warszawa: IMiGW, 2004, 48 s. (2 ark.)
  26. Zabuski L.: Prediction of the slope movements on the base of inclinometric measurements and numerical calculations. Polish Geological Institute Special Papers, Vol. 15, Warszawa: Polish Geological Institute, 2004, s. 29-37
  27. Zabuski L.: Stabilizowanie osuwiska (Przykład: zbocze "Falkowa" w Nowym Sączu). W: XIII Międzynarodowa Konferencja Naukowo-Techniczna, Eksploatacja Infrastruktury w sytuacjach kryzysowych, Referaty, Tom 2: Infrastruktura transportowa i budowle inżynierskie w sytuacjach kryzysowych. Bezpieczeństwo budynków i budowli, 2004, s. 173-181
  28. Zabuski L.: Zachowanie się fliszowego masywu skalnego w otoczeniu konstrukcji podziemnej na przykładzie tunelu na niedużej głębokości. Działalność Naukowa PAN, Wybrane Zagadnienia, nr 18, 2004, s. 97-99
  29. Zabuski L.: Długookresowe zachowanie się tunelu w masywie fliszowym. Górnictwo i Geoinżynieria, Kwartalnik Akademii Górniczo-Hutniczej, R. 27, Nr 3-4, 2003, s. 641-647
  30. Zabuski L.: Stabilizowanie skarpy drogowej. W: Stabilizacja masywów skalnych w podłożu budowli hydrotechnicznych: materiały konferencyjne, Warszawa: Instytut Meteorologii i Gospodarki Wodnej, 2002, s. 133-141
  31. Zabuski L.: Wpływ procedury wykonania zabiegów stabilizujących na stateczność podcinanego zbocza. W: Stabilizacja masywów skalnych w podłożu budowli hydrotechnicznych: materiały konferencyjne, Warszawa: Instytut Meteorologii i Gospodarki Wodnej, 2002, s. 127-132
  32. Zabuski L.: Zachowanie się fliszowego ośrodka skalnego w otoczeniu konstrukcji podziemnej na przykładzie tunelu na niedużej głębokości, [Behaviour of flysch rock mass surrounding an underground construction – tunnel at shallow depth given as an example]. Gdańsk: IBW PAN, 2002, 262 s. (13 ark.)
  33. Zabuski L., Wojtusiak A.: Numeryczna symulacja procesu drążenia tunelu drogowego. Budownictwo Górnicze i Tunelowe, R. 7, Nr 3, 2001, s. 7-13
  34. Zabuski L.: Wpływ niektórych błędów wykonania obudowy tunelu na jego zachowanie. Budownictwo Górnicze i Tunelowe, R. 7, nr 2, Gliwice: Wydawnictwo Górnicze, 2001, s. 12-17
  35. Thiel K., Zabuski L.: Badania właściwości mechanicznych masywu skalnego. Działalność Naukowa PAN, Wybrane Zagadnienia, nr 9, Wyd. PAN, 2000, s. 121-122
  36. Zabuski L., Thiel K.: Influence of tunnel depth on its behaviour during construction. W: International Conference Tunnelling Asia, New Delhi: Central Board of Irrigation and Power, 2000, s. 260-268
  37. Zabuski L., Thiel K., Ambrożewski Z.: Kotwienie jako środek stabilizujący zsuwy zboczy zachodzące podczas wykonywania konstrukcji hydrotechnicznej. W: Polskie referaty zgłoszone na 19 Kongres Wielkich Zapór. Materiały Badawcze, Seria: Inżynieria Wodna, nr 11, Warszawa: IMiGW, 2000, s. 29-32
  38. Zabuski L.: Ogólne zasady i metody stabilizowania zboczy. W: Stabilizacja masywów skalnych w podłożu budowli hydrotechnicznych: materiały konferencyjne. Red. Kazimierz Thiel, Zbigniew Kledyński, Warszawa: IMiGW, 2000, s. 192-204
  39. Zabuski L.: Wpływ niektórych błędów wykonywania obudowy tunelu na jego zachowanie. W: Konferencja Naukowo-Techniczna Budownictwo Podziemne 2000, Kraków: Uczelniane Wydawnictwo Naukowo Dydaktyczne, 2000, s. 632-641
  40. Zabuski L.: Dylatometryczne badania właściwości deformacyjnych fliszowego masywu skalnego. W: Materiały Konferencji Naukowo-Technicznej ,,Geotechnika w górnictwie i budownictwie specjalnym'', Kraków: AGH, 1999
  41. Zabuski L., Thiel K., Bober L.: Osuwiska we fliszu Karpat polskich: geologia - modelowanie - obliczenia stateczności, [Landslides in the polish Carpathian flysch. Geology – modelling – stability calculations]. Gdańsk: IBW PAN, 1999, 171 s., 13 ark.
  42. Thiel K., Zabuski L.: Measurements and analysis of tunnel deformations. W: Proceedings of International Conference on Geomechanics/Ground Control in Mining and Underground Construction, Vol. 2, Wollongong, Australia, 1998, s. 793-802
  43. Mazurek J., Zabuski L., Bestyński Z.: Metody i wyniki stabilizowania skarpy w rejonie wlotów do sztolni hydrotechnicznych. W: Seminarium Stabilizacja masywów skalnych w podłożu budowli hydrotechnicznych, Warszawa: Instytut Meteorologii i Gospodarki Wodnej, 1998, s. 99-108
  44. Zabuski L.: O efektywności różnych metod określania powierzchni poślizgu osuwiska. Drogownictwo, T. 53, Nr 4, 1998, s. 121-122
  45. Zabuski L.: Stabilizowanie zboczy. W: Stabilizacja masywów skalnych w podłożu budowli hydrotechnicznych, Materiały na Seminarium, Warszawa: Instytut Meteorologii i Gospodarki Wodnej, 1998, s. 28-37
  46. Thiel K., Zabuski L.: Deformations of the shallow tunnels in flysh rock mass. W: Environmental and Safety Concerns in Underground Construction, Proceedings of the 1st Asian Rock Mechanics Symposium: ARMS`97, A Regional Conference of ISRM, Vol. 1. Red. Hi-Keun Lee, Hyungsik Yang, So-Keul Chung, Rotterdam: A.A. Balkema, 1997, s. 239-244
  47. Zabuski L., Thiel K., Ambrożewski Z.: Rock bolting as stabilization measure of abutment slides occurring during performance of hydrotechnical construction. W: Proceedings XIX Congres des Grands Barrages, Q. 75, R. 15, Paris: Commission Internationale des Grandes Barrages, 1997, s. 201-206
  48. Bober L., Zabuski L., Thiel K.: Zjawiska osuwiskowe w polskich Karpatach fliszowych, Geologiczno-inżynierskie właściwości wybranych osuwisk, [Landslide phenomena in polish flysch Carpathians. Geological-engineering properties of the selected landslides]. Gdańsk: IBW PAN, 1997, 5 ark.
  49. Thiel K., Zabuski L.: Failure phenomena in large-scale direct sheart test. W: Proceedings of the 2ND North American Rok Mechanics Symposium: Narms`96 on Rock Mechanics Tools and Techniques, vol. 2. Red. M. Aubertin, F. Hassani, H. Mitri, Rotterdam, Brookfield: A.A. Balkema, 1996, s. 1977-1984
  50. Thiel K., Zabuski L.: Geomechanical properties of clay-carbonate shales in Carpathian flysch rok masses, Example: Slope in Lipowica. W: Colloquium Mundanum Chalk and Shales Proceedings, Brussels: BGMR, 1995, s. 2.1.74-2.1.80
  51. Zabuski L.: Odkształcalność podłoża wież hydrotechnicznych przy zaporze w Świnnej Porębie. W: Odkształcalność podłoża budowli hydrotechnicznych w polskich Karpatach fliszowych: materiały na seminarium Świnna Poręba, październik 1995. Red. Kazimierz Thiel, Warszawa: IMiGW, 1995, s. 48-60
  52. Thiel K., Zabuski L.: Rozdz. 6, 7. W: Właściwości fizyko-mechaniczne i modele masywów skalnych polskich Karpat fliszowych. Red. Kazimierz Thiel, Biblioteka Naukowa Hydrotechnika, Nr 19, Gdańsk: IBW PAN, 1995
  53. Thiel K., Zabuski L.: Wytrzymałość na ścinanie masywów skalnych fliszu karpackiego. W: Metody i interpretacje badań w geotechnice. Red. Janusz Kaczmarek, Dariusz Łydżba, Prace Naukowe Instytutu Geotechniki i Hydrotechniki Politechniki Wrocławskiej, Nr 69, Konferencje Nr 36, Wrocław: Oficyna Wydawnicza Politechniki Wrocławskiej, 1995, s. 329-336
  54. Zabuski L.: Analiza procesów deformacji zachodzących podczas drążenia tuneli. W: Materiały Konferencji Budownictwo Podziemne '94, AGH, 1994, s. 173-185
  55. Thiel K., Zabuski L.: Procesy deformacji w czasie drążenia wyrobisk podziemnych we fliszu karpackim. W: Materiały XVII Zimowej Szkoły Mechaniki Górotworu. Prace Naukowe Instytutu Geotechniki i Hydrotechniki Politechniki Wrocławskiej, Nr 65, Seria: Konferencje nr 33, Wrocław, 1994, s. 281-290
  56. Bober L., Zabuski L.: Flysch slope classification from viewpoint of the landslide prediction. W: Proc. Int. Symp. Geotechnical Engineering of Hard Soils-Soft Rocks, Vol.2, Rotterdam, Brookfield: A.A. Balkema, 1993, s. 1065-1072
  57. Thiel K., Zabuski L.: Rock mass investigations in hydroengineering. W: Comprehensive Rock Engineering. Principles, Practice and Projects, Vol. 3. Red. J. A. Hudson, Oxford, New York, Seoul, Tokyo: Pergamon Press, 1993, s. 839-861
  58. Thiel K., Zabuski L.: Determination of the shear strength parameters in the field tests and from back analysis of the slope stability. W: EUROCK 92 Int. Symp. ISRM on Rock Characterization, 1992, s. 432-437
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