This issue focuses on the core business of CABR Foundation, showcasing the complex and high-end professional services that CABR Foundation provides to clients by addressing engineering needs and basing itself on technological innovation.

Great Hall of the People

Foundation pit support design and foundation-structure interaction analysis for the headquarters building of Bank of China, Beijing

The project covers an area of approximately 13,000 m². The main building is arranged along the perimeter, with a 4-story basement of 4,200 m² enclosed in the center as an atrium. The foundation embedment depth is approximately 22 m. The foundation pit support adopts a diaphragm wall plus prestressed anchor system, with the diaphragm wall also serving as the basement exterior wall structure; the foundation adopts a natural foundation with an integral thick raft designed with variable slab thickness, without settlement post-cast strips.

Foundation pit consultation for 301 Hospital

The proposed building is approximately 218.5 m long from east to west and approximately 99 m wide from north to south. The maximum excavation depth of the foundation pit is 28.9 m. The foundation pit support structure takes into account the influence of seismic action during construction.

Slope treatment and foundation treatment design for Ordos Grand Theatre and Children's Palace

The project covers a site area of 280,000 m². The company undertook the foundation treatment and slope support design for the project, adopting a row pile plus prestressed anchor support structure. On the east side, slope cutting combined with a retaining wall at the toe of the slope andanti-slide pilesare used for support.

Study on the impact of the underground exhibition hall of the Palace Museum on surrounding buildings

The underground exhibition hall has two basement levels and a floor plan in a "convex" shape, with a building area of approximately 25,000 m² and a foundation embedment depth of 17.00 m. The company undertook the evaluation and research work on the impact of the underground exhibition hall on the foundations of surrounding buildings (structures) and on the overall foundation of the Palace Museum.

Foundation-structure interaction analysis and foundation optimization design for the China Workers' International Exchange Center

The total building area of the project is 49,000 m². The main building has 25 above-ground floors, the podium has 7 above-ground floors, and part of it has 3 above-ground floors, with a large-chassis foundation and a foundation embedment depth of 19 m. The foundation form adopts a natural foundation with an integral thick raft designed with variable slab thickness, eliminating settlement post-cast strips. The anti-floating design of the podium takes into account the structural stiffness of the raft, eliminating anti-floating piles. The total cost saving is 14.982 million yuan.

Technical assessment of buildings near Sanyuanqiao on Beijing Subway Line 10

The project confirmed the current condition of the buildings and proposed control standards for uneven settlement of their foundations during construction. According to the assessment report, the subway construction eliminated isolation piles and shifted the right-line tunnel outward. The maximum settlement of the buildings was 7.3 mm, and the normal use of the residential buildings was not affected.