Case Study on the Deformation Coupling Effect of a Deep Foundation Pit Group in a Coastal Soft Soil Area
Abstract
:1. Introduction
2. Project Description
3. Site Description
4. Retaining Structure and Instrumentation
5. Analysis of the Monitored Results
5.1. Lateral Deflections of the Enclosure Pile
5.2. Ground Settlement
5.3. Vertical Column Movement
6. Conclusions
- Excavation of foundation pit B reduced the width of soil outside foundation pit A, C, and D, resulting in a reduction in the active earth pressure acting on the retaining pile of foundation pits A, C, and D. Thus, the lateral deformation of the retaining pile decreased due to the stress release of the lateral earth pressure;
- For foundation pits A, C, and D, δhm ranged from δhm = 0.14% He to δhm = 0.48% He, which is in line with those empirical relationships. For foundation pit B, δhm ranged from δhm = 0.26% He to δhm = 0.63% He, which is higher than those empirical relationships;
- The excavation effect in the foundation pit group was the interaction of the foundation pits with the different excavation sequences. Excavation of the adjacent foundation pit had little effect on the unexcavated foundation pit. However, the post-excavation foundation pit had a significant impact on the excavated foundation pit;
- The superposition effect of group excavation can be effectively diminished by controlling the deformation of a single foundation pit and blocking the superposition and transmission path of foundation pit deformation. Reasonable excavation sequences, such as excavation of adjacent foundation pits at different times, may reduce the superposition effect.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Foundation Pit | A | B | C | D |
---|---|---|---|---|
Area (m2) | 9334 | 8838 | 8241 | 12,331 |
Perimeter (m) | 372 | 367 | 345 | 437 |
Depth (m) | 8.9 | 8.4 | 9.9 | 9.9 |
Number of main structure floors | −2~11 | −2~12 | −2~15 | −2~13 |
No. | Soil Type | Unit Weight, γ (kN/m3) | Cohesion, c (kPa) | Friction Angle, φ (°) | Permeability Coefficient, kv (cm/s) |
---|---|---|---|---|---|
➁ | Silty clay | 18.5 | 19 | 18 | 4.36 × 10−6 |
➂ | Muddy silty clay | 17.4 | 14 | 17 | 5.70 × 10−6 |
➃ | Muddy clay | 16.8 | 12 | 11 | 1.28 × 10−6 |
➄2-1 | Sandy clay | 18.2 | 4 | 30 | 3.54 × 10−6 |
➄2-2 | Silty clay | 18.0 | 7 | 17 | 3.42 × 10−6 |
Stage | Event | Date | |
---|---|---|---|
1 | Excavation of soil layer 1 of foundation pits A, C, and D Casting the strut (level 1) of foundation pits A, C, and D | 3 March 2019 | 17 March 2019 |
2a | Excavation of soil layer 2 of foundation pits A, C, and D | 18 March 2019 | 29 March 2019 |
2b | Casting the strut (level 2) of foundation pits A, C, and D | ||
3 | Excavation of soil layer 1 of foundation pit B | 18 March 2019 | 24 March 2019 |
4a | Excavation of soil layer 3 of foundation pits A, C, and D | 30 March 2019 | 13 May 2019 |
4b | Casting the base slab of foundation pits A, C, and D | ||
5 | Casting the strut (level 1) of foundation pit B | 7 May 2019 | 13 May 2019 |
6a | Excavation of soil layer 2 of foundation pit B | 19 May 2019 | 23 May 2019 |
6b | Casting the strut (level 2) of foundation pit B | ||
7a | Excavation of soil layer 3 of foundation pit B | 16 June 2019 | 30 July 2019 |
7b | Casting the base slab of foundation pit B |
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Chen, S.; Cui, J.; Liang, F. Case Study on the Deformation Coupling Effect of a Deep Foundation Pit Group in a Coastal Soft Soil Area. Appl. Sci. 2022, 12, 6205. https://0-doi-org.brum.beds.ac.uk/10.3390/app12126205
Chen S, Cui J, Liang F. Case Study on the Deformation Coupling Effect of a Deep Foundation Pit Group in a Coastal Soft Soil Area. Applied Sciences. 2022; 12(12):6205. https://0-doi-org.brum.beds.ac.uk/10.3390/app12126205
Chicago/Turabian StyleChen, Shangrong, Jifei Cui, and Fayun Liang. 2022. "Case Study on the Deformation Coupling Effect of a Deep Foundation Pit Group in a Coastal Soft Soil Area" Applied Sciences 12, no. 12: 6205. https://0-doi-org.brum.beds.ac.uk/10.3390/app12126205