Study on Engineering Materials with the Comparison and Discussion of Support Scheme in a Foundation Pit

Zheng Zhen; Ren Wang Liang

doi:10.4028/www.scientific.net/AMR.788.623

Paper Titles

The Research on the Influence of the Forms of Foundation on the Behavior of Adjacent Excavation Based on Building Materials
p.606

Research on HEC’s Hardening Effects on Topsoil in China’s Xinjiang Uygur Autonomous Region
p.611

Application of In Situ Direct Shear Test for Obtaining Soil Shear Strength Indexes in Projects
p.615

Study on Flexible Base Asphalt Pavement Design System Based on the Dynamic Modulus
p.619

Study on Engineering Materials with the Comparison and Discussion of Support Scheme in a Foundation Pit
p.623

Study on Soil Particle Size Distribution by Digital Image Processing
p.627

Study on Engineering Materials with Results of the Analysis of the Influence of Foundation Pit Surrounding Buildings Settlement
p.631

Theoretical Analysis on Settlement Calculation of Pile Foundation with Minimum Complementary Energy of Elastic Mechanics Based on the Ritz Variational Method
p.636

Investigation on the Performances of High Volume White Mud-Fly Ash Brick
p.640

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 788Study on Engineering Materials with the Comparison...

Study on Engineering Materials with the Comparison and Discussion of Support Scheme in a Foundation Pit

Abstract:

Taking a deep foundation pit engineering in Taiyuan as research background, this paper used two different supporting structure of foundation pit to make numerical simulation analysis by using Li zheng software. The engineering material had high cost performance. In addition, the paper studied the displacement, bending moment, shear force with the change of the excavation depth, and it came to the conclusion that some outcome can be used for reference in the practical engineering.