Influence Of Pit Excavation Research Articles

Study on Deformation Law of Deep Foundation Pit with the Top‐Down Method and Its Influence on Adjacent Subway Tunnel

Based on a long‐term comprehensive instrumentation program, the performance of an excavation pit constructed by the top‐down method in downtown Kunming was extensively examined. The measured excavation responses included the deflections of diaphragm wall, vertical column movement, slab axial force, building settlement caused by ground deformation, and the influence of pit excavation on the adjacent subway tunnel. This paper analyses the monitoring data of the existing construction stage. Based on the analyses on the data of field and numerical simulation, the following major findings were obtained: (1) the relationship between the measured maximum wall deflection, δhm, and excavation depth, H, in this study is δhm = 0.06%H ~ 0.27%H, which is quite different compared with the relationship of soft‐soil pit δhm = 0.02%H ~ 1.2%H, but closer to the normalized curve of rock‐socketed pile δhm = 0.01%H ~ 0.45%H and rock‐socketed diaphragm wall δhm = 0.031%H ~ 0.129%H. (2) The relationship between the maximum settlement of column (δp) and excavation depth (H) is δp = −0.09%∼0.04%H. The maximum distortion between the diaphragm wall and the column is less than 1/500 of the limit range proposed by Bjerrum. (3) The impact range caused by excavation is about 3.8 times the maximum excavation depth. The ground settlement around the foundation pit is groove type, and the maximum settlement point is located at 2.7 times the maximum excavation depth. (4) The excavation of the foundation pit leads to the maximum vertical settlement of 2 mm and maximum horizontal displacement of 5.2 mm in the subway tunnel; the maximum change of axial force and bending moment are 8.8 kN (the vertical direction) and 6.4 kN·m/m (the horizontal direction), respectively.

Study on the Influence of Pit Excavation on the Stability of Underground Openings Using Different Models

Simplified plane strain model and 3-D model were used to research the influence of pit excavation on the stability of underground openings using the finite element method (FEM). Conclusion from the 3-D FEM study is that the central region of the pit will have a large springback deformation and the openings will also float up at the same time because of large ranges of pit excavation. When using the simplified two-dimensional plane strain model for the analysis of this problem, the size of the excavation region leads directly to two completely inconsistent results. If the excavation region was wider than the openings the springback deformation would be obtained, while the settlement would be obtained if the opening was wider than the excavation region. Therefore the two-dimensional plane strain model is not proper for the analysis of the stability of the openings under this condition.

Influence of Pit Excavation Supported by Soil-Nailing Wall on Adjacent Buried Pipelines

Underground pipelines affected by pit excavation are a practical problem often encountered in city foundation engineering. The characteristics of soil-nailing wall supporting include simplify, convenience, and low cost which make it widely adopted. Using MIDAS GTS for the integrated modeling, and the affecting factors are studied in four aspects, including excavation depth per step, pipelines’ depth, the distance between the edge of excavation and pipe, and the elastic modulus of surrounding soil. Some valuable conclusions for construction practice are drawn.