Zobrazeno 1 - 10
of 531
pro vyhledávání: '"Downhill creep"'
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Publikováno v:
Structural Engineering and Mechanics. 6:245-257
This paper present an analysis which may be used to obtain a rational design of a system of inclined piles used in preventing downhill creep of unsaturated clay formations. It uses two simple and relatively easy to measure parameters (an estimate of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdd932fe06363fce64161f3d8415f6fd
https://doi.org/10.12989/sem.1998.6.3.245
https://doi.org/10.12989/sem.1998.6.3.245
Autor:
V. A. Vasenin
Publikováno v:
Soil Mechanics and Foundation Engineering. 58:280-286
The article presents the results of assessing the compressed thickness criterion for various hypotheses regarding the development of soil creep deformations. Using a simple example, it is shown that the calculations of the settlements development in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99716147626e132a04862ed2e413b3c9
https://doi.org/10.1007/s11204-021-09740-0
https://doi.org/10.1007/s11204-021-09740-0
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-43
Despite the prevalence of peat in northern areas of Europe and elsewhere, there are comparatively few case histories of carefully monitored embankments constructed directly on peat. In addition the...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00b870bff02f1936a45aa929ecca9ce9
https://doi.org/10.1680/jgeen.20.00141
https://doi.org/10.1680/jgeen.20.00141
Publikováno v:
Engineering Science and Technology, an International Journal, Vol 23, Iss 5, Pp 1015-1027 (2020)
This paper presents a case history of the settlement performance of a railway embankment built on a Prefabricated Vertical Drain (PVD) improved soft alluvial soil of Karakore area, Wollo province, north-east of Ethiopia. The embankment was constructe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::924d44c1191230f56e0cee05e03f308e
https://doi.org/10.1016/j.jestch.2020.03.004
https://doi.org/10.1016/j.jestch.2020.03.004
Publikováno v:
Acta Geotechnica. 16:1061-1081
This paper presents a mechanical model for the prediction of short-term and long-term settlement of municipal solid waste in landfills. The load-induced volumetric compression, shear behavior, tensile behavior, and the time-dependent creep compressio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::772ded31392e9dfdc8b157e0193331c9
https://doi.org/10.1007/s11440-020-01072-x
https://doi.org/10.1007/s11440-020-01072-x
Publikováno v:
Journal of Earth Science. 31:1097-1108
A large-scale test bed (LWH=6 m×3 m×2.8 m) instrumented with various sensors is used to examine the effects of rainfall infiltration and evaporation on the deformation and failure of cracked soil slopes, taking the Anhui area along the Yangtze Rive
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::845585649895f1679ccb4b482f254ea2
https://doi.org/10.1007/s12583-020-1342-6
https://doi.org/10.1007/s12583-020-1342-6
Publikováno v:
Bulletin of the Faculty of Engineering. Mansoura University. 38:1-14
This study summarizes the evaluation of the pile static load test as a tool for the prediction of pile behavior in clayey soils. The pile and soil cases were modeled by three different constitutive models; Mohr-Columb (M-C), Hardening Soil (HS), and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81029c3119d8a073f112a4833390f3f3
https://doi.org/10.21608/bfemu.2020.103821
https://doi.org/10.21608/bfemu.2020.103821
Publikováno v:
Geotechnical and Geological Engineering. 38:6083-6091
Long-term stability and safety of red mud disposal field is very important for the local residents’ life, which necessitates the knowledge of its creep behavior. Through the improved triaxial creep apparatus, a series of triaxial drained creep test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7cffb684e4ed0fd3917097efc19eb5ca
https://doi.org/10.1007/s10706-020-01415-1
https://doi.org/10.1007/s10706-020-01415-1