NUMERICAL SIMULATION OF DEEP EXCAVATION IN GRAVEL LAYERS

Chien-Yi Wu ； Shuh-Gi Chern

《Journal of Marine Science and Technology》 24卷3期 (2016/06) Pp. 458-465

https://doi.org/10.6119/JMST-015-1008-1

並列摘要

This study analyzed gravel excavation cases in the Xindian District of Taiwan. Instead of the parameters typically employed in deep excavation analysis we used the deformations of diaphragm walls in a back analysis to achieve recommendations regarding the ideal range of the soil elastic modulus Es in the analysis parameters of numerical simulations for the Xindian District stratum or similar strata. We used Plaxis 2D software to analyze the gravel layer. The results indicated that, when the fifth layer of gravel was set to N = 100 and the range of the soil elastic modulus E_s was set between 7.84N and 9.8N MPa, where N is the N value of the Standard Penetration Test, the maximum deformation of the wall at the final excavation stage was satisfactorily estimated. A few studies have investigated the gravel layer of the Xindian District; therefore, the current study used the gravel layer of Bagua Mountain in the Changhua Region of Taiwan for conducting a comparison. Previous studies on the gravel layer of Bagua Mountain have reported that the soil elastic modulus E_s of this layer ranged from 88.2 to 833 MPa, which is consistent with the empirically estimated range of the elastic modulus E_s (180.3-980 MPa) in our study.

並列關鍵字

gravel ； excavation ； elastic modulus ； numerical simulation