Examples of geoengineering methods static and dynamic probings that can be applied to analyses of geological environments are presented. The potential is shown by the results of the determination of the values of the soil-density index I D , the soil-behaviour index I c , the constrained modulus M , the overconsolidation ratio OCR and their vertical changes. The values obtained for I D and I c facilitate the determination of layers with a specific character. This is demonstrated for several aeolian and glacial deposits in Poland.

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The studies were carried out on loess soils in Lublin. The method of deriving geotechnical parameters from in situ testing was described.

In particular, the formulas for calculating the constrained modulus based on the cone resistance q c were analysed. Some of the parameters were interpreted with the use of proposed formulas. Values of deformation parameters determined with various methods for different strain ranges were compared. Nepelski K. Frankowski Z. Ciloglu F. Senneset K.

Kulhawy F. Wierzbicki J. Atkinson J. Florence, , pp. Engineering and Environmental Sciences, vol. Lechowicz Z. Research methodology. Warsaw: SGGW, Marchetti S. III, , pp. Galas P. Mayne P. Rabarijoely S. Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.

Publishing of articles is possible after submitting a signed statement on the transfer of license to the Journal No derivative works: pdf , odt or docx. English Polish. Home Archives Vol 18 No 3 Articles. Part 2: Ground investigation and testing, PN-B , Geotechnica. Field Testing, Warsaw: WNT, Sanglerat G. Amsterdam: Elsevier, Pisarczyk S. Warsaw: PWN, Published : Nepelski, K. Journal in Digital Library.

Publishing policy. Lublin University of Technology Publishing House ul.


Interpretation of CPT and SDMT tests for Lublin loess soils exemplified by Cyprysowa research site

The knowledge mentioned above is presented during following lectures:. Engineering geology is the division of geological and engineering knowledge. Engineering geology deals with problems which can occur as a result of interaction of subsoil and structures or land development, as well as methods used for forecasting and preventing of geological hazards. Models of engineering-geological environments. Basics of documentation of engineering-geological environment. Projects, enginnering-geological documentations and maps to determine of engineering-geological environment for various types of structures and land development. Evaluation of suitability of laboratory and field tests for documentation of engineering-geological environment.

IEC 60183 PDF

Pisarczyk, Stanisław Jan (1937- ).

Withoutabox Submit to Film Festivals. Stress in the soil, primary stress. One part was rebuilt the site where the studies were conductedwhile the second part remains unrestored. The journal inyniersskie is indexed in CrossCheckthe CrossRef initiative to prevent scholarly and professional plagiarism. Total stress and effective pore water pressure. Interpretation of the results of the triaxial and direct shear.


Engineering geology


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