Probabilistic stability analysis of reinforced veneer cover systems of MSW landfills using monte carlo simulations (Record no. 20593)
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| 000 -LEADER | |
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| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240116152654.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240116b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 22775 |
| Author | Soujanya, Dabbiru |
| 245 ## - TITLE STATEMENT | |
| Title | Probabilistic stability analysis of reinforced veneer cover systems of MSW landfills using monte carlo simulations |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.53(4), Aug |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | USA |
| Name of publisher, distributor, etc. | Springer |
| Year | 2023 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 761-774p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | The study focused on the probability-based design of reinforced veneer cover systems of municipal solid waste landfills against sliding failure. This study uses a composite column model to consider strain compatibility for estimating the tensile loads in the geogrid reinforcement. Monte Carlo simulations are adopted to present an efficient reliability analysis. The variability associated with unit weight (), friction angle (), stability number (), Poisson’s ratio of cover soil (), the elastic modulus of cover soil, stiffness of geogrid (Kt), and the stiffness ratio of cover soil and geogrid (Kc/Kt) is considered in this study. The formulation is presented to obtain the reliability index against sliding failure (). The values of reliability indices () are obtained for reinforced as well as unreinforced veneer systems. It is observed that an increase in the stiffness of the geogrid reinforcement (Kt) increases the stability of the cover system. The maximum allowable thickness of cover soil (h) increased significantly by 162.50, 137.50, 134.78, 130.43, and 126.09% for the stiffness ratios (Kc/Kt) of 0.5, 1.0, 1.5, 2.0, and 2.5, respectively, when L/H ratio increases from 2.1 to 3.3. The maximum allowable thickness of cover soil (h) by targeting the reliability index () ≥ 3.0 is provided in the form of design charts for different values of stiffness ratios (Kc/Kt) which ensures the safety of the reinforced veneer cover system against sliding failure. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4690 |
| Topical term or geographic name entry element | Construction Engineering and Management (CEM) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 15317 |
| Co-Author | Basha, Munwar B. |
| 773 0# - HOST ITEM ENTRY | |
| Title | Indian geotechnical journal |
| Place, publisher, and date of publication | Switzerland Springer |
| International Standard Serial Number | 0971-9555 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://link.springer.com/article/10.1007/s40098-022-00705-0 |
| Link text | Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 16/01/2024 | 2024-0062 | 16/01/2024 | 16/01/2024 | Articles Abstract Database |