Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Richi Prasad Sharma"'
Publikováno v:
International Journal of Geo-Engineering, Vol 11, Iss 1, Pp 1-24 (2020)
Abstract This paper presents the solution of c-φ soil slope stability problem using the pseudo-dynamic method assuming the log-spiral failure mechanism. The vertical slice analysis methodology is introduced to analyze the stability of the slope unde
Externí odkaz:
https://doaj.org/article/3891ec4b06c948299d88a2684b445854
Autor:
Surajit Munshi, Richi Prasad Sharma
Publikováno v:
Advances in Materials Science and Engineering, Vol 2016 (2016)
The utilization of various agricultural residue ash as a pozzolanic material has the potential to reduce both the environmental impact and cost associated with building materials. In this paper, the authors studied the strength and permeability of mo
Externí odkaz:
https://doaj.org/article/d05a9a2f9344438d94072ae3a672e7d4
Publikováno v:
Canadian Journal of Civil Engineering. 49:346-356
This study was conducted to determine the relationship between nondestructive and destructive tests in concrete cubes using different ratios of normal stone and recycled brick as coarse aggregates. Variations in the grade of concrete, density, and ag
Publikováno v:
Australian Journal of Civil Engineering. 20:399-423
A methodology for the analysis of soil slope made up of c-ϕ soil using a modified pseudo-dynamic approach is tried to develop here. In this study, the slope is divided into a number of vertical sli...
Publikováno v:
Structures. 33:1561-1577
RC buildings with infilled masonry are very common in Northeast India and neighbouring countries like Nepal, along with open ground storey (OGS) buildings and bare framed buildings. In this region, due to the low financial capacity of the owners, mos
Autor:
Sheetal Thapa, Richi Prasad Sharma
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. :1-15
The study was conducted to find the effect of using brick as a coarse aggregate in reinforced concrete (RC) beams and to obtain optimum replacement ratios without significantly reducing the durabil...
Publikováno v:
Geomechanics and Geoengineering. 17:959-979
Stability analysis of earth slope is important for the design of slopes in earthquake-prone areas. This paper presents a seismic analysis of c-ϕ soil slope considering the effect of the Rayleigh wa...
Publikováno v:
Materials Today: Proceedings. 47:4833-4837
This present research focuses on the effects of cement mortar by incorporating different agricultural and industrial waste materials as a partial substitute to cement. Sugarcane Bagasse Ash (SBA), Fly ash (FA), Rice Straw Ash (RSA) and Rice Husk Ash
New pseudo-dynamic analysis of two-layered cohesive-friction soil slope and its numerical validation
Publikováno v:
Frontiers of Structural and Civil Engineering. 14:1492-1508
Natural slopes consist of non-homogeneous soil profiles with distinct characteristics from slopes made of homogeneous soil. In this study, the limit equilibrium modified pseudo-dynamic method is used to analyze the stability of two-layered c-ϕ soil
Publikováno v:
Geotechnical and Geological Engineering. 38:2573-2589
Determination of the stability of soil slope under earthquake loading condition is one of the major parts of concern for Civil Engineer. The Swedish Circle method or the method of slices is used for determining the stability of the earth slope of c