Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Mahmud Sazzad"'
Autor:
Md. Mahmud Sazzad
Publikováno v:
6TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING FOR SUSTAINABLE DEVELOPMENT (ICCESD 2022).
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811655463
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::edd8057c06a0a2f19e1b4f62efeba152
https://doi.org/10.1007/978-981-16-5547-0_9
https://doi.org/10.1007/978-981-16-5547-0_9
Publikováno v:
International Journal of Computer Applications. 177:8-12
Autor:
Md. Mahmud Sazzad
Publikováno v:
Geotechnical and Geological Engineering. 37:4539-4550
This study examines the macro- and micro-mechanical behaviors of granular materials at a low mean stress in general triaxial loading using the discrete element method. Spheres were used to model the particles to reduce the computational costs. They w
Autor:
Md. Mahmud Sazzad
Publikováno v:
Journal of Advanced Engineering and Computation. 6:153
The aim of this paper is to explore the evolution of different micro-scale quantities during the cyclic loading using the discrete element method (DEM) for a granulate system such as sand. The numerical samples comprising of 9826 spheres were genera
The aim of this experimental study is to investigate the effect of steel fibers on the compressive strength of cement mortar at elevated temperature. 168 nos. of cubic cement mortar blocks (25 mm 25 mm) were prepared with and without steel fibers
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::14981ca6bb3ba656eed207a2651f665b
This study aims at evaluating the effect of the material properties of dam, saturation conditions and seismic loads on the stability of earthen embankment dam with internal clay core by using Limit Equilibrium Method (LEM). The cross-section of two d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::99e5eca84c7442b7c86cd3159376e942
Dam failure involves a huge amount of economic, financial, structural losses as well as loss of numerous numbers of lives and properties. In most instances, seepage failure of earth-fill dams occurs because of inadequate seepage control measures. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::783e0f9bc3c8219d5940901eeed965d8
Seepage is one of the main causes of failure of earthen dam. To encounter the seepage through the foundation of dam, construction of cut off wall is a frequently used and a conventional technique. In this study, several numbers of numerical analysis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d1d99ceca1432685219d61c3dc32807b
Publikováno v:
Current Trends in Civil & Structural Engineering.