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The framework structure building with single foundation crossed by shield tunnel with 90 degree was simulated by 3D FEM MIDAS/GTS software. The interaction of tunnel-soil-building was considered, and the settlement and stress of building was analyzed. The result shows that: the two-way uneven settlement of building was induced during shield tunnel passing it. Building was induced long-term uneven...
The effect of shield tunnel construction on adjacent masonry structure building with strip foundation was simulated by 3D FEM MIDAS/GTS software. The interaction of tunnel-soil-building was considered. The results show that: the two-way uneven settlement of building was induced during shield tunnel passing it. The maximum building shear strain decreased when the axis distance L between shield tunnel...
As existing theoretical and experimental study of the joints are not perfect, especially the Seismic performance, it is difficult to make a comprehensive evaluation of the performance of the joints. Besides the formula and structure which are recommended lack of credibility, a number of joints which are not tested by engineering test have been used in the construction. So the buildings' security risk...
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