Erratum for “Excavation-Induced Settlement and Tilt of a 3-Story Building” by Yue Choong Kog
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VIEW THE CORRECTED ARTICLEPublication: Journal of Performance of Constructed Facilities
Volume 31, Issue 2
Because of an error introduced during production, the footnote following Table 1 is missing information. The table with the corrected footnote appears subsequently.
| Depth (m) | Soil description | Geological classification | SPT |
|---|---|---|---|
| 0–1.5 | Fill material (clayey silt) | — | — |
| 1.5–4.1 | Very soft marine clay with decomposed wood | M | 0 at 2.5 |
| 4.1–6.6 | Soft to stiff sandy silt | F | 3 at 4.5 |
| 29 at 6.6 | |||
| 6.6–8.2 | Residual soil of shale | S4 | 31 at 8.2 |
| 8.2–12 | Completely weathered shale | S4 | 82 at 10.5 |
| 12–14 | Completely weathered sandstone | S4 | 64 at 12.5 |
| 14–20.15 | Highly weathered sandstone | S2 | 49 at 14.3 |
| 100/70 at 16.5 | |||
| 100/150 at 18.4 |
Note: F = fluvial deposits; M = marine clay; S2 = moderately to highly weathered sedimentary rock; S4 = completely weathered sedimentary rock; SPT = standard penetration test number; M and F belong to the Kallang formation, whereas S2 and S4 belong to the Jurong formation.
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Published In
Journal of Performance of Constructed Facilities
Volume 31 • Issue 2 • April 2017
History
Received: Jul 22, 2016
Accepted: Aug 30, 2016
Published online: Oct 10, 2016
Discussion open until: Mar 10, 2017
Published in print: Apr 1, 2017
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