| 000 -LEADER |
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| fixed length control field |
a |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20230103103624.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
230103b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
AIKTC-KRRC |
| Transcribing agency |
AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| 9 (RLIN) |
19537 |
| Author |
Sakr, Mohamed A. |
| 245 ## - TITLE STATEMENT |
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| Title |
Numerical study of soft clay reinforced with deep cement mixing technique |
| 250 ## - EDITION STATEMENT |
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| Volume, Issue number |
Vol.52(6), Dec |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
USA |
| Name of publisher, distributor, etc. |
Springer |
| Year |
2022 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Pagination |
1487-1504p. |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
Deep soil mixing is widely used to improve the poor performance of shallow foundations resting on soft clay soil. In this study, the load-normalized settlement of soft clay soil reinforced by fully and partially penetrating deep cement mixing (DCM) columns was investigated using three-dimensional finite element software (PLAXIS 3D). This investigation was performed to simulate a strip footing loaded with a vertical stress resting on a soft clay soil reinforced with DCM columns. For finite element simulation, soil materials were modeled as a linearly elastic perfectly plastic material following Mohr–Coulomb failure criteria while DCM columns were considered as embedded pile. The analysis was performed by changing the improvement area ratio, defined as the ratio of the treated area to the loaded area, (Ar) of (6.5%, 13.1%, 19.6% and 26.2%) and considering three embedment ratios (L/D), defined as the column length to the column diameter, of (4, 6 and 8). The results obtained showed that reinforcing soft clay with DCM columns led to a significant improvement in the soil bearing capacity for the two cases of partially and fully penetrating columns. Also, a noticeable decrease in the footing settlement supported by the reinforced soil was achieved. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| 9 (RLIN) |
4621 |
| Topical term or geographic name entry element |
Civil Engineering |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
|---|
| 9 (RLIN) |
19538 |
| Co-Author |
Elsawwaf, Mostafa A. |
| 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 |
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| URL |
https://link.springer.com/article/10.1007/s40098-022-00625-z |
| Link text |
Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
|
| Koha item type |
Articles Abstract Database |
