Study on the supporting effect of bamboo anchor and wood frame beam reinforcing cohesive soil slope (Record no. 20598)
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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 | 20240117094721.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240117b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 22784 |
| Author | Hui Yang, Yingbo Zhu |
| 245 ## - TITLE STATEMENT | |
| Title | Study on the supporting effect of bamboo anchor and wood frame beam reinforcing cohesive soil slope |
| 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 | 844-858p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | This paper proposes a new method for initial support of the slope with bamboo anchors and wood frame beams. The structure is mainly used to ensure the stability of the slope during the period when the plant root system is not yet developed, and it has certain guiding significance for ecological slope protection engineering. In this paper, a group of unsupported slopes and three groups of bamboo anchor and wood frame beam slope model tests with different support forms are carried out. By analyzing the soil failure of the four groups of slopes, the horizontal displacement of the slopes and the stress distribution of the bamboo anchors, the optimal support form is obtained. Its analysis shows that: Appropriately reducing the arrangement spacing of bamboo anchors and wood frame beams can significantly improve the support effect, but when the spacing between bamboo anchors and wood frame beams is reduced to a certain value, the improvement of the support effect is no longer obvious. Considering the support effect and cost of bamboo anchors and wood frame beams comprehensively, it is the most cost-effective to support the test slope with three rows of bamboo anchors and wood frame beams. Under the load of the top of the slope, the horizontal displacement of the top of the slope occurs before the bottom of the slope, but the final displacement of the bottom of the slope is larger than that of the bottom of the slope. The stress variation laws of bamboo anchors at different positions are different. Due to the load on the top of the slope, the stress value of the upper bamboo anchor is generally greater than that of the lower bamboo anchor. |
| 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) | 22785 |
| Co-Author | Jiang, Xueliang |
| 773 0# - HOST ITEM ENTRY | |
| Title | Indian geotechnical journal |
| International Standard Serial Number | 0971-9555 |
| Place, publisher, and date of publication | Switzerland Springer |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://link.springer.com/article/10.1007/s40098-022-00702-3 |
| 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 | 17/01/2024 | 2024-0067 | 17/01/2024 | 17/01/2024 | Articles Abstract Database |