Research and propose suitable foundation solutions for some types of ground structures in Hai Duong city area
- Authors: Thang Hong Do 1,3, Phong Van Nguyen 2,3*
Affiliations:
1 DAVICO.JSC, Hai Duong, Vietnam
2 Hanoi University of Mining and Geology, Hanoi, Vietnam
3 Research group of Engineering and Geoenvironment (EEG), Hanoi University of Mining and Geology, Hanoi, Vietnam
- *Corresponding:This email address is being protected from spambots. You need JavaScript enabled to view it.
- Keywords: Geo5, Ground structures, Pile bearing capacity, Pile foundation, Spring Method.
- Received: 10th-Oct-2023
- Revised: 7th-Jan-2024
- Accepted: 28th-Jan-2024
- Online: 1st-Feb-2024
- Section: Civil Engineering
Abstract:
According to the urban planning up to 2030, Hai Duong City is expanding in both area and scale. In particular, the high-rise building density is planned to increase. However, the soils at Hai Duong city are unfavorable for high-rise building construction because the high-bearing capacity soils are distributed at a great depth, with soft soils above. Therefore, the pile foundation is a feasible solution for high buildings. With the pile foundation, the selection of the load-bearing soil layer, the effective depth of pile tip placement, pile diameter, the number of piles as well as the estimated pile-bearing capacity in accordance with the ground structure are of decisive importance to the effectiveness of the solution. The article uses the Pile and Pile Group modules in the Geo5 Software Suite combined with experimental research results to determine the load-bearing capacity of piles according to different options in three types of ground structures in Hai Duong City area. On that basis, evaluate the reasonableness of pile foundation options for buildings of different sizes based on technical and economic factors (number of piles, settlement, and stability). The results indicated that the effective depths of pile tip are varied from 33 m to 35 m for ground structure types I and II, and are greater than 40 m for ground structure type III. Reasonable pile foundation solutions for each group of buildings and ground structure type are also proposed.
Do, H. T., Nguyen, V. P. (2021). Estimation of static jacking load (Pep) for the prestressed centrifugal concrete piles on some types of ground structure in Hai Duong city. Journal of Mining and Earth Sciences, Vol. 62, Issue 3, p. 13-18. 
Đỗ, H. T., Nguyễn, V. P. (2023). Phân vùng điều kiện địa chất công trình khu vực tỉnh Hải Dương phục vụ cho quy hoạch xây dựng. Tạp chí Khoa học kỹ thuật Mỏ - Địa chất, Tập 64, Kỳ 2, 38-49.
Đỗ, H. T., Nguyễn, V. P. và Đỗ, M. T. (2022). Đặc điểm điều kiện địa kỹ thuật thành phố Hải Dương phục vụ quy hoạch xây dựng thành phố đến năm 2030. Hội nghị toàn quốc Khoa học Trái đất và Tài nguyên với phát triển bền vững (ERSD 2022).
Đỗ V. Đ. (cb.) (2021). Tính toán công trình tương tác với nền đất bằng phần mềm Geo5. Nhà xuất bản Xây dựng, Hà Nội.
Kurguzov, K. V., Fomenko, I. K. and Sirotkina, O. H. (2019). Assessment of the Bearing Capacity of Piles, Calculation Methods and Problems. Izvestiya Tomskogo Politekhnicheskogo Universiteta Inziniring Georesursov, 330, 7-25.
Prekop, L. (2017). Verification of the Vertical Bearing Capacity of a Reinforced Concrete Pile. Procedia Engineering, 190, 536-539.
Saenko, Y. V. (2018). Evaluation of driven pile bearing capacity in the foundation of existing buildings. Bulletin of Civil Engineers, 15, 106-11.
TCVN 10304:2014, (2014). Móng cọc – Tiêu chuẩn thiết kế. Tiêu chuẩn quốc gia.
UBND tỉnh Hải Dương (2017), Đồ án điều chỉnh quy hoạch chung thành phố Hải Dương đến năm 2030, tầm nhìn đến năm 2050.
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