MINISTRY OF SCIENCE AND TECHNOLOGY
Strossmayerov trg 4, HR - 10000 ZAGREBtel.: +385 1 459 44 44, fax: +385 1 459 44 69
E-mail: ured@znanost.hr
Title: Soil mechanic
Title: Modeling of geotechnical problems in rock mass
Title: GEOTECHNICAL PROBLEMS ENCOUNTERED IN ROAD CONSTRUCTION IN
THE KARST AREAS IN DALMATIA (CROATIA)
Title: CONTRIBUTION TO ANALYSIS OF THE CUTS
Title: STOHASTIC RELATIONSHIPS IN EARTHWORKS CONTROL
Title: Progress of Cracks in Marly Materials
Title: Repairing Foundations of a Stone Building - Example of St.
George Church in Tučepi
Title: Aging of Slopes of Route Cuttings in Karst
Title:
Title: GENERAL REPORTS FOR SECTION I, LABORATORY TESTING AND IN
SITU EXPLORATIONS, DETERMINATION OF PARAMETERS
Title: Reconstruction of Tourist Motor Way Near Dubrovnik
(Orsula) on the Place of Destroyed Retaining Wall
Title: THE ANALYSIS OF THE CAVERN UNDER THE ROAD
Title: EXCHANGR OF FOUNDATION SYSTEM FOR HOUSE IN KNIN
Title: EXAMPLE OF USING PROGRAMME Z_SOIL ON PROBLEMS OF TUNNEL
WITH THIN ROOF
Title: INFLUENCE OF ANISOTROPY ON FOUNDATION IN LAYERED ROCK
SYSTEM
Title: Ultimate bearing capacity of strip surface footing on
layered rock mass by numerical modeling
Title: Bearing capacity of foundation on rock mass with weak
layer
Title: The erosion of surface made on flysch layer
Title: Inflence of natural cavern on tunnel opening
Title: Unexpected foundation problems in the coastal region of
Makarska
Title: Use of the Control Charts in Quality Control of Earth
Structures
Title: The time-worn cut in karst
Title: Pizometric Pressures, Effective Stresses, Induced
Earthquakes
Title: THE POSSIBILITY OF RATIONALIZATION OF QUALITY CINTROL
BUILT-IN EARTH MATERIAL BY LARGE EARTH STRUCTURES
Faculty: GRAĐEVINSKI FAKULTET SVEUČILIŠTE U ZAGREBU
Date of defense: 06/17/93
Language: hrvatski
Number of pages: 89
Summary: The Project consists of three parts which are connected and
takenas a whole will yield the results contained in the title. Thefirst
part deals with stochastic relations between the resultsobtained by
Proctor's compaction test and the consistency limitsand concludes that
there exists a firm bond between the liquidlimit Wll and the dry density
obtained by Proctor's test. Thesecond part deals with the possibility to
determinate liquidlimit Wll using the one-point method with Cassagrande
apparatusand the fall-cone penetrometer method. It has been concluded
thatone-point method can be used after the preliminary determinationof the
exponent in the respective equation for defining theliquid limit Wll from
the moisture content obtained from theexperiment. Seemingly, the value of
the exponent suggested bysome standards (e.g. DIN) is not suitable for
general use. Thethird part of the Project contains the methodology
fordetermining the specification limits which can be used for thequick and
simple control of the quality of the built-in earthmaterial. This suggests
the application of the samples method andits means instead of the control
by individual measurements. Italso states possibility of reaching wrong
conclusions if thecontrol method is applied using the results of
individuals.
Keywords: Earth structures, quality control, moisture, Proctor's test, compaction test, consistency limits, liquid limit, plastic limit, dry density, optimum moisture, statistic, statistic testing, standard deviation, regresion analysis, correlation, specification limits, control carts, clays
Title: THE INFLUENCE OF ANOSOTROPY ON FOUNDATION PROBLEMS IN
LAYERED ROCK SYSTEM
Faculty: GRAĐEVINSKI FAKULTET SVEUČILIŠTE U ZAGREBU
Author: ADLER NEVENKA
Date of defense: 04/22/93
Language: hrvatski
Number of pages: 111
Summary: This paper consider bearing capacity of strip footing
onnonhomogeneous and anisotropic rock system. The influence ofthickness,
position and orientation of layer with greatdifference in characteristics
(of deformation and shear strength)in comparison to main rock mass, is
considered. The influence isobserved by analyze of changing the value of
bearing capacity incomparison to bearing capacity of homogeneous and
isotropic rockmass. Also is analyzed the influence of modeled
discontinuitiesbetween layers and the discontinuity between the footing and
rockmass. Analyze for nonhomogeneous and anisotropic half space ofrock mass
is made by finite element method (computer programZ_SOIL) and finite
difference method (computer program FLAC). Forhomogeneous and isotropic
rock mass, beside previously mentionedmethods, calculation of bearing
capacity is made also with"classic" theories (Tezaghi, Meyerhof, etc.)
Posebu zahvalnost za pomoć i podršku tokom izrade ovog radadugujem prof.
dr. Ibrahimu Jašareviću
autorKEYă
PressIvica
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Press
Keywords: ROCK MASS, ANISOTROPY, STRIP FOOTING, BEARING CAPACITY, FINITE ELEMENT METHOD, FINITE DIFFERENCE METHOD
Title: Foundamental of Engineering Geology, aplication in Civil
Engineering
Title: Earthquake induced by Artificial Lakes
Title: Publications of Civil Engineering Faculty of Split
Title: NASL
Title: LAB
Title: PLOCA
Title: The analysis of fundations status, subsoil and
construction of church st. Georg, Tučepi, Makarska
Title: Slope stability analysis of enbankment for Mravinci road,
km 0+240,000 to 0+420
Title: Report about the geotechnical analysis of influence of
cave to stability of artificial tunnel Mihovilovići, km 7+870,00
Title: Report about geotechnical aspects of canalisation trace on
the location off purification instalation at TTTS in Split to entry in sea
discharge near Stobreč
Title: STADY OF INFLUENCE OF CUT FOR ARTIFICAA TUNNEL IN
DUBROVAČKA STREET IN SPLIT OFF SLOPE STABILITY AND WATHER RESERVIOR "GRIPE"
Title: VIADUCT V1 AND V2 ON MAGISTRAL ROAD DUBROVNIK-CAVTAT
LOCATION DUBOKA LJUTE NEAR PLAT, SLOPE STABILITY ANALYSIS OF EMBANKMENT
ABOVE PUMPING-STATION
Title: THE ANALYSIS OF RECONSTRUCTION OF ADRIATIC TURISTIC ROAD
BY ORSULA NEAR DUBROVNIK
Title:
Title: Protection of water pump station Duboka Ljuta near Plat
Title: Geotechnical raport for Bowl house in Metković
Title:
Title: Geotechnical report for Brewery in Proložac near Metković
Title: Geotechnical report and construction analysis with
reconstruction proposal for Economical -birotechnical Scool in Split
Title: Slope Stability Analysis of Embanquement with Concrete
Elementes in Domovinskog rata Street in Split
Title: DETERMINATION OF LIQUID LIMIT WITH ONE POINT METHOD
Title: Retraining Wall of Split Town
Title:
Title:
Title: Experiences in usage of geotextiles in Dalmatia
Title: UNEXPECTED APPEARENCE IN THE FOUNDATION SOIL THE AREA OF
COAST AROUND MAKARSKA
Title: Shear Strenght Parameters
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