Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Dobroslav Znidarčić"'
Publikováno v:
GEOSYNTHETICS INTERNATIONAL, vol 26, iss 5
Geosynthetics International, vol 26, iss 5
Geosynthetics International, vol 26, iss 5
The objective of this study is to compare two experimental approaches to characterize the ebullition pressure (or air-entry suction) of initially water-saturated organophilic clay blankets. The first is an indirect approach using the water-retention
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::556a12db8fa8f6c3b755f33903c0bcda
https://doi.org/10.1680/jgein.19.00042
https://doi.org/10.1680/jgein.19.00042
Autor:
Brian D. Collins, Dobroslav Znidarčić
The slope stability issues concerning rainfall induced landslides have been investigated and are presented. The results of numerical analyses performed using a two-dimensional finite element code for unsaturated seepage are used in determining the de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::328ba01ad087ac5e67f4278b1009f417
https://doi.org/10.1201/9781003078173-109
https://doi.org/10.1201/9781003078173-109
Publikováno v:
Soils and Foundations. 51:287-295
Compacted soils are widely used in engineering work and engineers often specify that cohesive soils be compacted either around or on the wet side of optimum water content. In general, at the corresponding degree of saturation values, water component
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b50e5984eef65ca102bd1e020bf778d3
https://doi.org/10.3208/sandf.51.287
https://doi.org/10.3208/sandf.51.287
Autor:
J.S. McCartney, Dobroslav Znidarčić
Publikováno v:
Geosynthetics International. 17:355-363
ABSTRACT: The water retention curve (WRC) of unsaturated nonwoven geotextiles is necessary for the prediction of transient water flow in unsaturated soil–geotextile systems. A test method is introduced in this study to measure the WRC of deformable
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a1c73aa2a31779651016310296a1f66f
https://doi.org/10.1680/gein.2010.17.5.355
https://doi.org/10.1680/gein.2010.17.5.355
Publikováno v:
Vadose Zone Journal. 8:633-642
Complete sets of acoustic properties (compressional and shear wave velocities and attenuations) and hydraulic properties (the soil water characteristic curve and the unsaturated hydraulic conductivity function) were determined across a full range of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::02acc2c360e1e7d8b58ddaa41ba5b106
https://doi.org/10.2136/vzj2008.0139
https://doi.org/10.2136/vzj2008.0139
Autor:
Brian D. Collins, Dobroslav Znidarčić
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 130:362-372
The slope stability issues concerning rainfall induced slope failures are investigated and presented. Specifically, the effect of both negative and positive pore water pressures on the stability of initially unsaturated slopes are carefully explained
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ddc4e0e957f7cd4198b8aa38993341a
https://doi.org/10.1061/(asce)1090-0241(2004)130:4(362)
https://doi.org/10.1061/(asce)1090-0241(2004)130:4(362)
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 26:139-161
The consolidation and desiccation behaviour of soft soils can be described by two time-dependent non-linear partial differential equations using the finite strain theory. Analytical solutions do not exist for these governing equations. In this paper,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::444a13b9ac9b04eae12f066f8f231f55
https://doi.org/10.1002/nag.196
https://doi.org/10.1002/nag.196
Publikováno v:
Journal of Geotechnical Engineering. 122:295-301
Reliable and convenient testing technique and analysis are used to evaluate the void ratio-effective stress and void ratio-permeability relations for several types of very soft phosphatic waste clays. The technique is based on the seepage-induced con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c9e4288f0667b071cde9819d40c2e61
https://doi.org/10.1061/(asce)0733-9410(1996)122:4(295)
https://doi.org/10.1061/(asce)0733-9410(1996)122:4(295)
Autor:
Dobroslav Znidarčić, Saad Ali Aiban
Publikováno v:
Journal of Geotechnical Engineering. 121:704-712
A discrepancy between theoretical and experimental findings led researchers to study shallow footings under plane-strain conditions more carefully. A better understanding of the behavior of granular material under different stress levels and strain c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::536c78a4d90ca5caf3b9223cca9409f9
https://doi.org/10.1061/(asce)0733-9410(1995)121:10(704)
https://doi.org/10.1061/(asce)0733-9410(1995)121:10(704)
Publikováno v:
Journal of Geotechnical Engineering. 121:493-502
A new desiccation theory is developed that provides a rational framework for the consolidation and desiccation analysis of soft fine-grained waste soils. The theory includes four consecutive segments that correspond chronologically to the phases that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b68ed8f006d2be1dfd0b6ccce54c4d6
https://doi.org/10.1061/(asce)0733-9410(1995)121:6(493)
https://doi.org/10.1061/(asce)0733-9410(1995)121:6(493)