Ground Vibration Attenuation Relationship for Underground Blast (Record no. 11390)
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| 000 -LEADER | |
|---|---|
| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250408123030.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 200224b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 12446 |
| Author | Ray, S. |
| 245 ## - TITLE STATEMENT | |
| Title | Ground Vibration Attenuation Relationship for Underground Blast |
| Remainder of title | : A Case Study |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.100(4), Dec |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | New York |
| Name of publisher, distributor, etc. | Springer |
| Year | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 763-776P. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | For a particular important infrastructure project, a deep open excavation was necessary although a few sensitive structures were located near the excavation site. For the existing structures, low values of safe peak particle velocities resulting from blasts were stipulated: 3 mm/s, 10 mm/s and 20 mm/s. Site-specific relationship was developed by exploring different models in addition to the popular power model. Alongside, different exponents were used for evaluating the best-fit scaled distance formula in addition to the generally adopted value of ‘0.5’. Reciprocal model with an exponent of 0.667 was identified as the best suited for the site under consideration. The safe charge weights during blasting corresponding to the stipulated safe PPVs were evaluated for varying distances and were provided in graphical form for ready reference. The site-specific study helped to arrive at practical and efficient blasting design. The guidelines in IS codes for measurement and monitoring during the controlled blasting operation were also discussed. This case study would serve as a reference for practicing engineers towards planning and implementation of similar blasting activities in a more efficient manner. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4690 |
| Topical term or geographic name entry element | Construction Engineering and Management (ME-CE) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 12447 |
| Co-Author | Dauji, S. |
| 773 0# - HOST ITEM ENTRY | |
| International Standard Serial Number | 2250-2149 |
| Title | Journal of the institution of engineers (India): Series A |
| Place, publisher, and date of publication | Switzerland Springer |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://link.springer.com/article/10.1007/s40030-019-00382-y |
| 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 | 24/02/2020 | 2021064 | 24/02/2020 | 24/02/2020 | Articles Abstract Database |