Study of the stability of tunnel construction based on double-heading advance construction method

Abstract

The deformation and significant settlement of surrounding rock often occur during tunnel construction with the condition of abundant water and weak cementing sand. In order to study the construction method and stability under such soft stratum, this article takes Taoshuping tunnel as the engineering background and puts forward a new tunnel construction method—double-heading advance construction method by comparing the advantages and disadvantages of various traditional construction schemes. The numerical simulation of tunnel construction process using this method is carried out to illustrate the rationality and feasibility of the method. The conclusions are drawn by comparing the numerical simulation results with the field monitoring data analysis. The numerical simulation results show that the maximum settlement value caused by excavation construction is in the parts 5 and 6 of the upper half-section and the part 7 of the central section. The settlement values of parts 5, 6, and 7 accounted for 32.4%, 24.3%, and 18.9% of the total settlement values, respectively. So, the supporting measures for double-heading advance excavation construction of these three parts should be strengthened properly. The stress of the right hance changes greatly before and after the demolition of temporary support. The maximum positive value of stress is 23 kPa and the maximum negative value of stress is −32 kPa. Therefore, the length of temporary bracing should be strictly controlled during construction and the monitoring of the right hance area should be strengthened. Furthermore, it is necessary to strengthen the supporting measures and monitoring in the right spandrel area as the surrounding rock pressure in the right spandrel area is higher than the left spandrel area. The optimum excavation height of the upper half-section in Taoshuping tunnel is determined to be 5.4 m and the reasonable excavation distance between parts 1 and 5 is determined to be 25–30 m by parameter optimization. Finally, the variation law of numerical simulation and field monitoring results is consistent, which shows that the double-heading advance construction method has a better effect on the stability control of surrounding rock, and the rationality and feasibility of this method are validated effectively. Therefore, the double-heading advance method is suitable for tunnel construction in the sand stratum with rich water and weak cementation, and the successful implementation of this method in Taoshuping tunnel also provides a reference for subsequent tunnel construction in the sand stratum with rich water and weak cementation.

Optimization of Construction Parameters and Deformation Characteristics of Large-Section Loess Tunnel: A Case Study from Xi’an Metro

“…It can be seen from Figures 6(a)-6(e) that the maximum principal stress of the connection between the initial supporting and middle partition is mainly tensile stress. e load-bearing strength and surface settlement monitoring in this area should be strengthened to control the deformation and convergence during tunnel construction, thus improving the load strength of the tunnel and ability to resist the deformation of surrounding rock [4,38]. e middle and lower parts of the supporting structure are mainly subjected to compressive stress, and the connecting part of the middle partition and the central partition wall have the largest compressive stress.…”

“…Xi'an, as the largest western central city in China, has a total population of about 10 million; the underground traffic construction has made rapid development in recent years. Loess geology is widely distributed in Xi'an area of China, which leads to the problems of shallow-buried structure, weak geology, poor self-stability of surrounding rocks, low bearing capacity, and fast deformation of tunnels in this area [1,3,4]. e history of building structures in loess strata has been developed for thousands of years in China, but the construction of subway tunnels in loess areas began in the early 1960s [3][4][5][6][7].…”

“…erefore, it is of great significance to effectively control the excavation spacing of different caverns to guide the safe construction of large-section and neighborhood tunnels. However, there is little research on the optimization of parallel tunnel construction parameters [4,[34][35][36].…”

Thermal Conductivity Characteristics of Thermal Insulation Materials Immersed in Water for Cold-Region Tunnels

“…erefore, the thermal conductivity of ice-containing thermal insulation Note: RSD is the relative standard deviation, which can be used to analyze the accuracy of the results. materials is greater, worsening the effect of thermal insulation materials [46][47][48][49][50][51][52][53].…”

New Construction Technology of a Shallow Tunnel in Boulder-Cobble Mixed Grounds

“…e grounds consisting mainly of boulders soil and cobble soil are called BCM grounds. At present, most of the pervasive BCM grounds are formed in the Quaternary [1][2][3][4][5][6] and are widely distributed in some valleys of Beijing, Changsha, Chengdu, Lanzhou, and Tibet ( Figure 1). BCM grounds are composed of granules consisting of boulders and cobble, coarse sand, and some clay.…”