Engineering practices indicate that stratum hydraulic conductivity (SHC) has a significant influence on deep excavations. However, this influence has been ignored in previous studies with undrained analyses. In this study, a numerical model, combined with the verified hydromechanical coupled method, is established to investigate the effect of SHCs on the performances of deep excavations. Excavation deformation, pore-water pressure, lateral pressure, and the stress evolution process are presented, respectively, to illustrate these influences. In addition, the model of a beam on an elastic foundation is employed to interpret the influential mechanism of SHCs on excavation deformations. Analysis results indicate that excavation deformations increase significantly with the increase in SHCs from 1 x 10-7 to 1 x 10-5 cm/s (i.e., the range of SHCs of soil containing silt). The influence of SHCs on excavation deformations is mainly attributed to the variation of effective stress levels on the excavated side. As SHC increases, the change in the resultant force of the total stress acting on the retained side of the wall, as loads, can be ignored, while the resultant force of the effective stress acting on the excavated side of the wall, as resistances, decreases dramatically. These findings emphasize the importance of accurate determination of the SHC of strata containing silt. Engineering practices indicate that stratum hydraulic conductivity (SHC) significantly affects the performances of deep excavations in Shanghai soft deposits. Constructions in the first aquitard (AdI) have been involved in the many deep excavations in Shanghai, China, and therefore, identifying the effects of the SHC of AdI on deep excavations can further ensure the safety of constructions. In this study, it is found that excavation deformations increase significantly as the SHC of AdI increases from 1 x 10-7 to 1 x 10-5 cm/s (i.e., the SHCs in soil containing silt). This finding indicates that valuing the SHC of AdI containing silt requires utmost caution, and adopting appropriate methods such as dewatering can significantly decrease excavation deformations.

Real -time monitoring of foundation pits is an important part of the engineering construction. This paper proposes a method of deformation monitoring of foundation pit based on MEMS technology. The algorithm based on time-domain integration is adopted, and a fixed distance test is designed to verify the feasibility of the algorithm. Through the indoor model test of foundation pit monitoring, MEMS sensors are embedded to collect the acceleration, rotation angle and the other signals of soil movement, and then the acceleration signal is integrated to obtain displacement by algorithm calculation. Finally, the deformation characteristics of soil in the process of foundation pit are analyzed by using soil displacement and rotation angle to investigate the effectiveness of applying MEMS technology to foundation pit monitoring. The test results show that the MEMS sensor could accurately collect the acceleration, rotation angle and other signals of soil movement in model box. The monitoring method proposed in this paper lay a theoretical foundation and experimental verification for the application of MEMS technology in foundation pit monitoring.