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Nowadays, after intervals of time without rainfall, heavy rain with very high flow rates in very short time are increasingly more often. If extreme rainfall events, storm sewer networks can not take storm water flows, which frequently occurs with flood damage large, often with loss of life. Duet o the fact that rainwater flows to the emissaries in time, the water table drops. Analyzing the frequency of extreme phenomena rainfall and using climate scenarios we can adapt technical regulations related to sizing colle...

Studying of regularities of forming of fresh underground waters of the Akmola region of Northern Kazakhstan allowed to reveal the main regularities of distribution of fresh underground waters against the background of waters of the raised mineralization. The role of tectonic violations in forming and distribution of underground waters influence, and also influences of a lithology of the water containing deposits on nature of circulation and the chemical composition of underground waters is established. Distinction...

This paper consist of creating a conceptual model of the first aquifer identified in the central area of Bucharest. The conceptual model was developed in three stages: the spatial schematization, the parametric schematization and the hydrodynamic schematization, based on data from geotechnical boreholes. Mathematical modeling of groundwater flow requires knowing the entire system, from the geological and spatial distribution of permeable geological structures to hydrogeological parameters of the aquifer (hydraulic...

The two-dimensional profile curves created by Barton are often used in geotechnics for the determination of the rock joint coefficients. These two-dimensional profiles of solid surfaces show self-affine properties, i.e. they are scaled differently in x- and y- directions. Similarly, the three-dimensional reliefs (3D) of solid surfaces are scaled differently in z-direction in comparison to x- or y-directions. Therefore, the vertical sections of surface reliefs (two-dimensional profiles) are self-affine curve (self-...

Usually the frost heave of soils causes damages to low-rise buildings, road paving, and pipelines. However, a few years ago unusual deformations of a building supported by 18 meter piles were found. It was a cooling house designed for fish storage at the temperature of -22пїЅ-24пїЅ?. The building was 8,4m high; its plan dimensions were 24?42m. To protect the ground against the frost penetration a 0,9 m layer of light gravel under the concrete floor was filled and an electrical heating system under it was set up. T...

Many oil and gas low permeable reservoirs have been stimulated to enhance productivity. Acid fracturing is one of the commonly used well stimulation treatment in carbonate formations, such as limestone, dolomite, and chalk. Carbonate reservoirs are good candidates for acid fracturing since strong acids such as hydrochloric acid react easily with carbonate. The acid reacts within the fracture to create a differentially etched surface that will maintain a conductive pathway. Habitually, a pad fluid is injected ahead...

The paper describes and analysis loess substrate collapsing under embankment as a result of flooding. The threat of huge settlements is wide spread on large loess deposits areas especially in south part of Asia. The popular in Russian Federation and common used method developed by authors is the compaction of substrate by soil columns. It is used in a variant covered with geosynthetic as barrier and reinforcement under an embankment. Authors present results of numerical calculations in direct numerical determinist...

The paper presents the physical and mechanical behaviour of an expansive clay, coming from a site in Cluj-Napoca, Romania enhanced by a polyethylene waste material. Given the current research directions of international projects, this paper fits the less studied theme of the usage of recyclable materials for soil stabilization. According to recent studies, in EU just 40% of waste materials are recycled and this low percentage opens a wide perspective for the re-usage of these materials as fillers in stabilized soi...

The article deals with numerical analysis of vertical normal contact stress in subsoil of foundation slab of 16-storey monolithic reinforced concrete frame building situated in Kiev, Ukraine. The foundation gap is located 11.65 m below the level of surrounding terrain. Numerical calculations are verified with real measured values of contact stress (published in Lazebnik, 1998) in four different cross sections of foundation slab. The problem is solved as spatial (3D) with complex interaction of пїЅupper structure п...

The article observes the results of numerical simulation of the interaction of socketed shafts with rocks under the action of horizontal loads. The study revealed the following features of deformation and failure of the system "shaftпїЅ rock mass". Analysis of the obtained results confirmed the conclusion previously made by other researchers that the curve of deformation of the socketed shaft may be approximated by bi-linear dependence, in which the inflection point corresponds to the end of the linear section of ...

The construction of a numerical hydrogeological flow model must be preceded by obtaining necessary information. Quantity and reliability of information may extensively impact on the process of model construction and its later calibration, and as a result пїЅ the quality and reliability of prognostic calculations. The article deals with sources of data required for a numerical groundwater flow model and it presents various types of data resources. The model is based on a number of overall nature materials, such as ...

This study comprehends the stability assessment of seven slopes with Pre-Cambrian rocks and located in traffic-access areas of SW Angola, one (Slope 1) is located on the road access from Lubango to Tundavala Gorge, another slope belongs to the CaholoпїЅs area near Humpata (Slope 2) and five of them (Slopes 3 to 7) are located on the LebaпїЅs Sierra, along the sinuous hair-pinned sections of the National Road 280. Slope 1 is composed by quartzites, volcanic rocks and lutites. Slope 2 shows sandstones, lutites and q...

The studied area is located in the vicinity of Rashid branch, part of the Nile Delta. This region is part of one of the most important aquifers in the world. The review of published information indicates that the existing zone of interaction between groundwater and sea salt water is complicated by the variable lithological composition in vertical and horizontal directions and by the relationship with the River Nile waters. Object of study are the upper parts of the aquifer where favorable conditions for natural sa...

Previous researches have shown the possibility of using organic-mineral additive based on glyoxal for injection strengthening of soils in roadbases and engineering communications. Saponite containing material was used as mineral component in the composition. Saponite containing material is a solid phase, extracted from the circulating water suspension of the kimberlite ore dressing. Modification of the sandy soil by the tailored organic-mineral additive content increases its specific cohesion up to 50 times. It wa...

The paper starts with the presentation of some general elements for characterizing, from morphological, geological, climatic, rainfalls and hydrographical point of view, a national road routing, highlighting the specific particularities which are concerning the study of the instability phenomena. Further on, are presented the types of instability phenomena present on the national road routing, including the general causes that produced them. The paper ends with the analysis of two case studies, considered as being...

One of the common applications of geosynthetics is their use as reinforcement for aggregate and soil layers. Geosynthetics improve the mechanical properties of the reinforced layers, which are originally, due to various reasons, insufficiently protected. Therefore, the use of geosynthetics allows for bearing heavier loads thanks to the soil-reinforcement system and an extended material durability. This article describes the laboratory tests of mechanical properties of a hexagonal geogrid made of polypropylene used...

Based on a real-life example, the report presents the methodology and the process of adapting in situ measurements from static CPTu probing for an application in a design process, using direct methods of driven pile capacity estimation. The report discusses two approaches. One of them is based on a real-life original CPTu measurement involving preliminary soil assessment while the other one is based on the initial averaging of the measurement values qc and fs. The paper provides methods of averaging cone resistanc...

The experience accumulated in Romania and worldwide by means of studies, design and control of the behaviour of many shallow foundations has rendered evident the existence of some soils, such as the loessial soils and the plastic clay fills, which are characterized by a high deformability, due to their sensitivity at wetting. One of the defining feature of these soils is their пїЅcontractancyпїЅ under the simultaneous action of compression and shear stresses. The macroporous soils, such as the loessial soils, have...

This paper aims to analyse the link between the hydraulic structures and the watercourse riverbed. In this regard the Epurasu branch has been chosen as a case study area. This is a secondary branch of the Lower Danube, located between the 341-334 kilometers of the Danube River. Epurasu branch is in an advanced state of silting/colmation, possibly due to the unfinished damming works, from the mid-80s of the last century. Thus, over the years, various solutions have been proposed to ensure the longitudinal connectiv...

This article shows the results obtained by applying a study method of the convergence of structural models, for the particular case of a structural model from the geotechnical domain. For this purpose, is used the study method of the structural models convergence, already widely used in the field of research and CAD - CAE design. For a larger relevance and utility is presented the convergence study of a structural model for a ground section to which it applies a uniform load. The problem of ground compaction is so...

This paperwork aims to present the correlation between the Modulus of Deformation, E as a physical parameter and the internal friction angle of the soil, ? as a resisting parameter of soils. Assigning the resisting parameters to soils shall be reliable and when there is a suspicion in their values derived out of a test, than they shall be compared with other tests used to determine the shear resistance. To give the correlation between the Modulus of Deformation, E and the internal friction angle, ? the results obt...

In the paper the results of the study of the crack resistance of circular shaped fiber reinforced concrete tunnel linings are presented. On the basis of laboratory testing of linings and numerical simulation of their behavior (FEM) is shown that the deformation of fiber concrete can be considered as the deformation of solid, elastic, homogeneous medium. In addition, the analysis of stressпїЅstrain state of these linings shows that their failure is caused by stable propagation of the single crack, which usually for...

A variety of failures occurs due to excessive seepage through the dam body during the design, construction and maintenance of earth dams. It happens because of various reasons: unsuitable dam location at construction site, unsuitable soil composition, interruption of construction technology, etc. Timely noticing of the reasons of seepage phenomena, monitoring and evaluation processes dangerous for structure, prediction of seepage path and the possible consequences for structure, protective measures against undesir...

Nowadays, renewable resources come to the forefront in the production of electricity. Among the most important resources belong the utilization of hydropower potential of water courses. The construction of hydraulic structures should not have a negative impact on the groundwater level regime of the surrounding environment. In the article, we focused on the selected small hydropower plant on the Hron River. There was built an effective monitoring system to track changes in groundwater level regime during its constr...

This article presents results of the physicochemical simulation of the water-rock system equilibrium and discusses a saturation degree of calcium chloride brines in the Oleniok cryoartesian basin. The analyses show that the chloride brines with salinity of 54пїЅ57 g/L are in the equilibrium (or quasi-equilibrium) state relative to the main sedimentary rock-forming minerals, but the strong brines (salinity above 300 g/L) are undersaturated relative to these minerals (calcite, dolomite, magnesite, strontianite, anhy...

Groundwater constitutes the largest reservoir of freshwater in the world, representing more than 97% of all freshwater reserves available worldwide (excluding glaciers and ice caps). The remaining 3% is composed mainly of surface water (lakes, rivers, wetlands) and soil moisture. Until recently, attention for groundwater referred mainly to its use as drinking water (eg approx. 75% of people in the European Union depend on groundwater for water supply), but also it was recognized that they are an important resource...

According to the requirements of Council Directive 98/83/EC of 3 November 1998 on the quality of water intended for human consumption and Regulation of the Minister of Health of 13 November 2015 on the quality of water intended for human consumption, drinking water should be characterized by the appropriate concentration of selected parameters, i.e. heavy metals. The specified parametric values should not be exceeded not only in water treatment plant, but also on the particular parts of the production cycle and wa...

Determination of the threats arising from the vibrations generated by geotechnical works, like sheet pile or pile driving, often requires special monitoring of buildings located in the area of vibration. Monitoring allows distinguishing the vibrations affecting the structures from vibrations clearly perceptible by humans, but not strongly affecting the building. In some limited cases, dynamic analysis enables for designing an active generator, reducing dynamic impact of foundation works. The article presents the p...

In the classification of natural disasters and hazards that occur all over the world, landslides are in the fifth place, both as far as number of casualties and material losses. Landslides are processes that lead to natural disasters or technical failures, the consequences of which threaten life, health and property of people. Continuous monitoring and evaluation of the risk seems to be a very important issue in preventing effects of this natural disasters. This paper therefore discuss the causes of landslides wit...

Kakanj is located in the center of Sarajevo-Zenica basin in Bosnia and Herzegovina. Coal mining began in the mid 19th century. Several underground mines in the area of Trstionica started operating after the end of World War II. Subsidence caused by underground mining are almost always localized on the surface above the underground area with a zone of influence within the area of the mine. Vertical subsidence could cause significant problems and economic losses, but also the positive effects on the environment, as ...

This paper describes possibilities to use numerical models as significant aid in proposal of slope stabilization in Quarry. More accurately the proposal for excavation way of first soil overburden cut, which is mixed up with rock mass, to stabilize the slope. That is real case study which was performed for greywacke quarry situated in Eastern Bohemia. Since 2005 a small instability symptoms are observed on eastern general slope of quarry. Based on this fact the slope stability investigation started in detail one y...

Carbonate eluvium is suffusion unstable soil, where voids and cavities can be formed. This can lead to adverse effects and disasters in the constructions of buildings and structures. This article presents the results of using the Plaxis Software for the determination of the critical depth and critical diameter of the cavities in which the possible collapse. The total thickness of the carbonate eluvium exceeds twenty meters in the study area. The calculation model of the cavity growth included the geometric model o...

FREEWAT Platform is a free open-source tool for water resource management created within the frame of HORIZON 2020 project FREE and open source software tools for WATer resource management, financed by the EU Commission. The projectпїЅs Consortium is constituted by partners from various water sectors from 10 EU countries, plus Turkey and Ukraine and large stakeholdersпїЅ involvement is thought to guarantee results in its dissemination and exploitation. The FREEWAT platform is an integrated modelling environment fo...

Twenty years after finishing the dam ?unovo on river Danube about 15 km beneath Bratislava were after regular controls gradually exclude from system some observation boreholes. There were realised new investigation boreholes. The main reason of these boreholes was verification of the soil characteristics in depth where the periodical changing of water in Danube and in reservoir had negative influence on the permeability characteristics. One of the most important factors of safety is filtration stability of granula...

In this paper, a case study of vinyl sheet pile application under the historical Sakarya Bridge on Sakarya River is studied. The main challenge of the project was the height of the application site. The design length of the piles were 10 m and the height of the bridge where the application was going to be made under; was 7,5 meters. In addition, gabions are present under the bridge ambutment and Provincal Authority of Historic Monuments expect no damage around the bridge. The soil of the site were well-degraded sa...

The dynamic tests of reinforced concrete road bridge on the modern highway E-75 at the Kumanovo-Veles section has been carried out. The bridge is a prefabricated system of pre-stressed simple beams connected by the road deck cast in situ. The foundations were bedded in the stratum of shale. Under six of the columns the footings, that is, foundations, are the ordinary cascade ones, while three columns are founded on caissons, that is boxes in the very PДЌinja riverbed, nearby Katlanovo village . For the purpose of ...

Many different methods for calculation of the settlement of shallow foundations on coarse soil is used in engineering practice. In all these methods, the greatest impact on the calculated settlements have applied loads, adopted values of soil parameters and foundation width. It is common that in thes e calculations adopt soil bearing capacity that is significantly lower than actual, so the calculate d settlement of the soil is significantly larger than the actual, which results in a conservative foundation design....

Remote sensing is a useful tool for a ssessing, monitoring and conservation of groundwater with advantages of spatial and te mporal availability of data from the large and inaccessible areas. Hydroge ological characteristics of a region are derived by surface indicators-geological features, geomorphology, hydrology, vegetation, land use. The paper deals with geological element as a factor influencing the hydrological and hydrogeological processes in the basin and adjacent areas Dambovicioara. Complexity of data pr...

Within the NATO Science for Peace Project 981882 “Site-effect analyses for the earthquake-endangered metropolis Bucharest, Romania” we obtain a unique, homogeneous dataset of seismic, soil-mechanic and elasto-dynamic parameters. Ten 50 m deep boreholes are drilled in the metropolitan area of Bucharest in order to obtain cores for dynamic tests and vertical seismic profiles for an updated microzonation map related to earthquake wave amplification. The boreholes are placed near former or existing seismic station...

For mining support made of monolithic conc rete required additional application of solutions to improve the stre ngth characteristics. These solutions lead to high lift bearing capacity of the mining support conc rete. The transmission coefficients method is a method of computing tasks of monolithic c oncrete support, support that come in the contact with the massive rock. By the method of transmission coefficients of the tasks are taken into account various types of actions, namely the action given by the weight ...

Often manufacturing and preparation of samp les for geomechanical characterization is expensive and time-consuming and energy, and estimate various properties can be made by using empirical correlations. As part of the geomechanical characteristics of rocks are closely linked, can achieve a quantit ative and qualitative an alysis using the correlation functional relationships that can exist between physical properties, strength and deformation. Correlation between rock properties relationships have been establishe...

Contribution mentions reasons for rising of rusting and incrustation and possibilities of its removing at the technological equipments during using of hot geothermal water. Biggest attention is given to the choice of me thods for treatment with geothermal water, either by chemical or by physical way and further attention is given to the geothermal energetic system and its parts that are subjected to the rusting and incrustation.

The definitions of the risk factors due to a possible earthquake on the settlement area are useful for decreasing hazard of a potential earthquake and essential for preparing the management plans by the local municipalit ies and government. Soil amplification, vulnerability of buildings, natural period of soils and liquefaction are the main risk factors of a possible earthquake. On the othe r hand, before definitions of these risk factors, the distribution of the soil classe s should be determined. By the way, the...

Increasing population, urban development, i ndustrial and agricultural needs, gradually warming the Earth and increasing droughts have been caused of reduction of consumable water and the need for rich resources of underground water has been more than before. Arak as a fourth pole of the industry in the Iran country has especial dependence on Aman Abad region underground water resources, so the study in this area for underground water exploitation and control of resources have great importance , that most of these...

Hygienic problems and the protection of property against floods have been successfully solved by existing concepts of drainage. However, the way of urban drainage has led to intensification of urbanization impact on hydrological regime of the country. Technologically, environmentally and economically purposeful urban drainage prevents rapid runoff of waste water. New concept s upports such way which resembles natural way of drainage in unstopped floods and which reduces negative consequences of country urbanizatio...

In the analysis of geotechnical engineeri ng problems, limit equilibrium methods are often engaged to analyze the forces and model the problem. On the other hand, the rapid development of computing technology has e quipped a large number of methods to be employed in engineering problems, as well as geotechnical issues. These enhancement consequences the popularity of analytical limit equilibrium methods based on computer aid process. Finding the most critical slip surface is a ch allenging global optimization prob...

The paper summarizes the results of assessme nt of geo mechanical characteristics of rock samples collected from the Sibiu C ounty: Valea StrГўmbului-Rasinari and Valea Marajdia. The rock characteristics are infl uenced by climate factors, in particular temperature and humidity. When the phenomenon of frost occurs, rock stretches and some strains are acting that lead to a deterioration of the structure and internal stability, thereby reducing the characteristics of resistance and strength. Within this scope, sever...

Region of West Carpathians Mountains is the territory, where app. 5.25% of total area of coverage are landslides. Therefore our re search team has started implementation of TDR technology (Time Domain Reflectometry) for measurement of slope underground movements. However this technology offers implementation for a variety of uses. Continuing development of monitoring usin g this method of measurement has been implemented in one selected locality where new national road was built across the existing landslide. In t...