Widespread opinion holds that calcareous rocks have limited suitability for use in the production
 

 of aggregates and stone products having adequate frost resistance. However, some of the rocks, in
 

 particular those from earlier geological periods, provide a promising alternative to silicate rocks.
 

 The paper presents results of the analysis of Devonian carbonate rock originating from two selected
 

 mines in the Swietokrzyskie region. The examined mines extract limestone from two different
 

 deposits of the same age. The rock samples are collected from beds lying at different depths, distinct
 

 in texture and color in macroscopic examination. It was found that despite the changes in bulk density,
 

 porosity and absorption, all the examined samples were frost resistant.
 

 Using the Differential Analysis of Volumetric Strain method, the content of ice formed in the pore
 

 spaces was determined. In addition, the ratio of the content of water capable of freezing to the total
 

 pore volume, and the total amount of water absorbed due to capillary action in rock samples soaked
 

 in water, were analyzed. In all cases, it was revealed that the destructive action of freezing water was
 

 weakened due to a relatively low content of water capable of freezing and a substantial volume of
 

 pores that are not filled with water in capillary absorption.
 

 It is extremely important to be able to classify the available rock material. The generally adopted
 

 methods, including absorptivity tests, do not allow for precise categorization. In the investigations,

the authors focused on the analysis of the basic factors that are decisive for rock durability, including bulk density, pore filling level and volume absorption. The authors do not correspond compressive

strength and resistance to abrasion as this will be the subject of further research.

This article presents the results of research on carbonate rock samples taken from Triassic sediments of the northern area of Chorzów City. The aim of the research was to identify the mineral phases of these rocks, especially carbonate phases. The rocks from the roof part of the Bundsandstein profile and floor part of the Muschelkalk profile - Gogolin Beds - are typical sediments from the northern part of Chorzów City. These rocks were mined in the XIX century and the beginning of the XX century. The article also presents the results of research on samples of carbonate rocks taken from investigated strata. It provides a Petrographic description, the results of microscopic analysis executed in polarized, transmitted light, X-ray analysis, and microprobe measurements using a scanning microscope. The results of these analyses showed that dolomites dominate in the Bunsandstein strata. Dolomites (The sampled rocks?) are composed mainly of dolomite, but sparry calcite was also identified. Moreover, quartz, clay minerals, muscovite and iron minerals were observed in the Bundsandstein rocks. The Muschelkalk sedimentsare mainly represented by limestone. In some areas, conglomerates were also found. The conglomerates are composed of carbonate rock boulders connected by carbonate cement. Two generations of calcite were observed while investigating the limestone. The first generation calcite is micritic, and the second generation calcite forms sparry crystals different in size and shape. In some areas of the sparry calcite it is possible to observe perfect rhobohedral cleavage. Moreover, dolomite, rhodohrosite, and noncarbonate minerals like quartz, muscovite, and clay minerals were identified. The results of microscopic analysis also showed that the limestone is different in texture. The limestone presents the following textures: biomorphic, detrical, sparry, microsparry and micritic.

Appropriate design in linear construction depends on many factors, including detailed geological conditions. One of the biggest problems are unrecognized erosion forms, in particular karst ones, which have a huge impact on the design and subsequent operation of roads. For this purpose, in addition to conventional methods such as drilling or geotechnical probing, which are point-based, non-invasive spatial geophysical methods are used. This article presents an example of the use of geoelectrical surveys, Electrical Resistivity Tomography (ERT) for the recognition of karst zones for linear investments. The article describes ERT investigations, which to some extent allows to identify dangerous karst phenomena occurring in the Lublin Upland (Poland), which are of great importance at the design stage of roads and in their further safe operation. Non-invasive geophysical research has been verified and confirmed by traditional geotechnical research, which confirms the effectiveness of their use. The Electrical Resistivity Tomography was used as a method providing a broader spectrum of knowledge on the spatial arrangement of soil layers in the subgrade of the planned road investments. It also enabled a more accurate, more detailed interpretation of geotechnical studies. The described geophysical investigations opens wide possibilities for their application to researchers. In the future, non-invasive methods have a chance to become as reliable as geotechnical methods, but this requires a lot of research to improve the effectiveness and accuracy of the interpretation of the obtained results.