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Year: 2009Subject: Hydrogeology, Engineering Geology and Geotechnicsclear all
Showing 1-19 of 19 records
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9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

A NEW TESTING METHOD FOR INDIRECT DETERMINATION OF THE UNCONFINED COMPRESSIVE STRENGTH OF THE ROCKS: CORE STRANGLE TEST (CST)

(SGEM Scientific GeoConference, 2009, I. Yilmaz)

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In this study a new testing method for indirect determination of Unconfined Compressive Strength (UCS) of the rock core samples is presented. As known, there are some methods for indirect estimation of UCS such as; point load (Is), Schmidt hammer, sonic velocity, block punch strength test etc. However point load testing method is widely used to estimate the UCS, there are many problems and limitations related to this method as reported in the recent literature. It was obtained that CST proposed in this paper namel...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

CHOOSING MULTI-STAGE EXCAVATION METHOD FOR LARGE SECTION TUNNELS WITH AN ESPECIAL ATTITUDE TOWARDS IMAM ZADEH HASHEM

(SGEM Scientific GeoConference, 2009, M. S. Dehkordi, F. Omidinasab, R. R. Khabir, A. R. Almasi)

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Selection of multistage excavation method has a special importance in the large section tunnels. It depends on some parameters such as rock type, geomechanical properties, rock mass, tunnel size, etc. This research is aimed to investigate the excavation method in the Imam Zadeh Hashem tunnel as a case study. For this purpose, two excavation methods, namely pilot and extending excavation method and heading-bench excavation method have been compared using numerical methods and FLAC-2D software. The results obtained ...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

COMPARISON OF EXPERIMENTAL ARCHING PHENOMENA RESULTS OF SANDY SOIL WITH LIMIT EQUILIBRIUM METHOD

(SGEM Scientific GeoConference, 2009, M. Makarchian, M. Ahmadi)

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The ratio of observed vertical stress to its theoretical value in a soil mass which has settlement potential could be defined as arching ratio. This phenomenon could be observed in some projects, such as earth-fill dams, tunnels, and piles. Arching in earthfill dams may results in hydraulic fracture due to increase of pore water pressure, is the most important result of arching. Hydraulic fracture causes internal cracking of clay core which in turn results in more water seepage. To evaluate the arching effect, an ...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

CONSIDERATIONS REGARDING THE REGIME OF THE PHREATIC GROUNDWATER FROM THE CENTRAL AND NORTHERN BARAGAN AREA IN THE DRY YEAR 2007

(SGEM Scientific GeoConference, 2009, C. Radu, M. Radescu)

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The phreatic groundwater from the Ialomita – Buzau river basin are quartered in the sedimentary formations of Quaternary age, starting with the ones of the lower Pleistocene and finishing with the Holocene and recent ones. The most important phreatic aquifer layers, from the point of view of the water resources quartered in permeable and raw formations (gravels, blocks, raw and average sands), are spread in the Buzau dry delta area, in the divagation plain between Buzău and Călmăţui and in the alluvial plain...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

DANGEROUS GEOLOGICAL PROCESSES IN A VALLEY OF THE RIVER MZYMTA AND METHODS OF THEIR PREVENTION

(SGEM Scientific GeoConference, 2009, M. V. Kushman, I. YU. Grigorieva)

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Dangerous geological processes which were caused by nature or anthropogenic are the reason of the catastrophes and the human sacrifices which necessary prevent and avert. A complex of the geological processes was considered and actions for engineering protection of the valley of the river Mzymta.

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

ESTIMATION OF THE QUANTITATIVE AND QUALITATIVE STATUS CONCERNING GROUNDWATER BODIES FROM THE BUZAU-IALOMITA RIVER BASIN

(SGEM Scientific GeoConference, 2009, R. Macalet, M. T. Munteanu, M. Minciuna)

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In Romania the estimation of the qualitative and quantitative status for the groundwater bodies was maded for each delineated groundwater body. The monitoring and knowledge activity of the groundwater bodies are made on the river basins through the observation wells for the shallow and depth groundwaters. The majority of these wells belong to the National Hydrogeological Network, but for the polluted areas there are local monitoring networks. The BuzДѓu-IalomiЕЈa river basin is one of the eleven Water Directions f...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

EVALUATION OF FOUR SELECTED GEOBARRIERS FLOOD LANDS, RADON HAZARD, UNDERMINING AND SLOPE MOVEMENTS BY MEANS OF GEOGRAPHIC INFORMATION SYSTEMS

(SGEM Scientific GeoConference, 2009, M. Marschalko, T. Penaz, P. Juris)

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Land planning is more and more understood to be a decisive tool, by means of which the society secures the systematic solving of functional, economic and engineering problems of the arrangement of landscape settlement, the rational use and protection of natural resources. The paper deals with an evaluation of four selected geobarriers (flood lands, radon hazard, undermining and slope movements) by means of geographic information systems that are geofactors endangering or limiting landscape and environment or make ...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

EXAMPLES OF STABILISATION OF COASTAL LANDSLIDES BY INNOVATIVE DEEP DRAINAGE SYSTEMS

(SGEM Scientific GeoConference, 2009, S. Bomont, O. Mrvik)

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Seashore, generally, especially cliffs, are very often affected by problems with instability. Such problems often lead to endanger of existing properties, excavations or structures under construction and to increase in expenses. The prime trigger for land slipping is a high ground water level. The method of dewatering is important. Some traditional drainage techniques are proven methods. However, two innovative deep drainage systems, siphon drains and electropneumatic drains, could have certain advantages. Two exa...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

GYPSUM: AS AN ADDITIVE FOR STABILIZATION OF SWELLING CLAYS

(SGEM Scientific GeoConference, 2009, I. Yilmaz, B. Civelekoglu)

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Low rise buildings are particularly vulnerable to ground movements sourced from swelling and shrinking of the expansive clays. Geotechnical engineers have long recognized that Swelling of expansive clays caused by moisture variation may result in considerable damage to the overlying structures, and engineers should take them into the consideration. The literature contains a vast number of stabilizing techniques such as lime, cement, fly-ash for treatment of expansive clays. However the use of gypsum as a stabilizi...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

HYDRODYNAMIC MODEL OF THE COAL STRIP MINE "DRMNO" - SERBIA

(SGEM Scientific GeoConference, 2009, M. Pusic, AL. Avramovic, V. Marinkovic)

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The "Drmno" coal strip mine is one of the most important factors of the electro-power system of Serbia. The coal exploitation has taken place over 20 years (since 987), with the exploitation of 6В·106 tons in 2007. The coal exploitation is complicated by the waterbearing character of the roof sediments, which is the consequence of the vicinity of the rivers Danube and Mlava. Groundwater protection is performed using the wells distributed in several lines (about 200 wells). Current solutions were formed either with...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

HYDROGEOLOGICAL CONDITIONS OF COAL DEPOSIT-A CASE STUDY OF SIBOVCI, KOSOVA

(SGEM Scientific GeoConference, 2009, S. Avdullahi, B. Baruti, I. Fejza, A. Tmava, I. Krasniqi, N. Peci, S. Berisha, S. Mulaj)

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The coal basin of Kosova has a huge coal reserves, they are the main power sources for thermo power stations of Kosova. The lignite is distributed across the Kosova, Dukagjini and Drenica Basins, although mining has so far been restricted to the Kosova Basin. The first systematic records of lignite exploitation since 1922, when a smallscale, shallow underground room-and-pillar mining commenced in the Kosova Basin. This case of study presents the hydrogeological conditions of the coalfield Sibovc, which is a part o...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

HYDROGEOLOGICAL QUESTIONS OF RADOVESICE DUMP IN TERM OF ITS FOUNDATION AND SUBSEQUENT RECULTIVATION ACTIVITIES

(SGEM Scientific GeoConference, 2009, J. Halir, L. Zizka)

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The submitted paper describes general data about geology, hydrology and hydrogeology of Radovesice dump. There are eleven hydrogeological monitoring objects in the area of interest. Monitoring of the water level in these objects is proceeding every month. Hydrogeological objects are situated to the aquifers inside the dump body and close to the dump floor. Monitored values, atmospheric precipitation and configuration of surface streams create comprehensive view on the hydrogeological system of the Radovesice dump.

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

KNOWLEDGE OF ENGINEERING-GEOLOGICAL CONDITIONS AS DECISIVE FACTOR FOR GOOD-QUALITY AND FUNCTIONAL FOUNDATION OF POTENTIAL STRUCTURES

(SGEM Scientific GeoConference, 2009, M. Marschalko, M. Duraj)

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The basic precondition for town planning, foundation engineering in a certain area is the integrated knowledge of engineering-geological conditions that form a decisive factor for good-quality and functional foundation of potential structures. Research was carried out into a chosen model research area in the part of Ostrava-Karvina Coalfield with various characters of foundation soils, with significant influencing by anthropogenic and other geodynamic processes and geofactors, with a possibility of future applying...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

MEASUREMENT LEVEL OF UNDERGROUND WITH BERSI 07 DEVICE

(SGEM Scientific GeoConference, 2009, I. Zeqiri, B. Sinani)

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Studying the level of the underground waters nowadays is very important; therefore it is more than necessary to improve and study more this field, but always moving towards the digitalization of various devices. For this purpose we have constructed a device which measures the level of the underground waters, the device named BerSi 07 is a device which measures the level of the underground waters, flux of ground water, direction of movement of underground waters, active radius, hydrolines, hydraulic gradient, the d...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

REASONS OF DROUGHT IN KONYA BASIN AND REQUIRED PRECAUTION WHICH WILL BE TAKEN

(SGEM Scientific GeoConference, 2009, G. Gocmez)

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Konya Basin has wide area which 62.000 km2 and has important water potential. However water reserves decreasing in basin recent years. Groundwater levels are decreasing for global warming, scarcity of rains, unconscious usage, plant cover, uncontrolled illegal wells and conditions of basin coming near drought. Climatic data are changing because of global warming in Konya Basin. Average rain is 280,8 mm and this is very low. Drought period is living since 1998 in basin. Rain quantity of 2007 is less than average of...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

SANITARY PROTECTION AREAS OF GROUNDWATERS CATCHMENTS. PRINCIPLES AND PARTICULARITIES. CASE STUDY–BUZAU CITY WATER SUPPLY, ROMANIA

(SGEM Scientific GeoConference, 2009, E. Radu, C. Radu)

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Groundwater is an important source of drinking water for many human communities, both urban and rural, their quality directly determining the health state of the population. At European level a great importance is given to water, the Water Framework Directive 60/200/EC establishing clear objectives through which all European waters (including groundwaters) should achieve a “good status” until 2015 and through which water should be used in a sustainable way throughout Europe. In this context, sanitary protectio...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

THE GEOLOGICAL ENVIRONMENT CHANGES UNDER THE EFFECT OF BOLBOCI HYDROTECHNICAL AGGREGATION FROM THE BUCEGI MASSIF, ORIENTAL CARPATHIAN

(SGEM Scientific GeoConference, 2009, AL. Istrate, M. Frinculeasa)

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The Bolboci hydrotechnical arrangement was achieved in 1988 on the upper course of Ialomita river, in the complicated geological and tectonic conditions of Bucegi massif from the Oriental Carpathians. This occupies the tectonic syncline of Bucegi which is situated between Cheile Tatarului and Cheile Zanoagei, at south, resulted from the background deformations of precadomian crystalline and the deposition blanket being made from the succession of Dogger, Malm and Albian. On the level of the litho-group of Malm-Dog...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

THEORETICAL SOLUTIONS FOR AN EFFECTIVE PIT EDGE STABILITY MANAGEMENT

(SGEM Scientific GeoConference, 2009, G. Postoev, A. Kazeev)

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The description of new theoretical solutions of forming a strain and stress state in the soil massifs of landslide prone slopes is introduced. The suggested approach is based on a new theory of forming of the limited equilibrium in rock massifs which includes: Coulomb-Mohr’s criterion for the limited state equilibrium of rocks, the concept of the rock structural strength str (for compression), the interaction of active and passive pressures in slope massif. The equation for the limited state equilibrium in a ...

Hydrogeology, Engineering Geology and Geotechnics2009
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publication

WATER MANAGEMENT AFTER THE CLOSURE OF AN UNDERGROUND LIGNITE MINE IN ALIVERI, GREECE

(SGEM Scientific GeoConference, 2009, D. Dimitrakopoulos, I. Koumantakis, E. Vassiliou)

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On the island of Evia, in central-east Greece, in Aliveri area, the mining operations (underground and surface) caused new and very complex hydrogeological, geochemical and geotechnical conditions. Since the mining operations have ceased since 1990, any plans for the utilisation of the former mining lands and buildings and the de3velopment of the area, demands the knowledge of these new conditions and the supply of sufficient water. A thorough investigation, including water level measurements, pumping tests, chemi...

Hydrogeology, Engineering Geology and Geotechnics2009
Showing 1-19 of 19 records
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