Analysis and Research about the Influence of Round Gravel Soil Distribution Situation on Water Stop Curtain Construction

Chun Lei Feng; Dong Wang; Jie Chen

doi:10.4028/www.scientific.net/AMR.838-841.791

Paper Titles

Stability Analysis for Coupling Hydraulic-Mechanical Unsaturated Deposit Body under Rainfall Infiltration
p.768

Numerical Simulation Study on Ground Stress Distribution around Thrust Fault
p.773

Finite Element Analysis and Investigation of Double-Row Piles Supporting Structure
p.779

Settlement Calculation and Analysis of the Southwest Airport High Fills Settlement
p.786

Analysis and Research about the Influence of Round Gravel Soil Distribution Situation on Water Stop Curtain Construction
p.791

Research on Modeling Technology for Three-Dimension Analysis of Irregular Slope Stability in Surface Mines and its Application
p.796

Study of Shear Constitutive Model for Schistose Rock Mass
p.800

Analysis of the Damage Evolution Characteristics of Liaoxi Frost Sandy Soil on Dynamic Load
p.805

Finite Element Analysis on Energy Dissipation Ability of Geo-Materials under Impact Load
p.811

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Analysis and Research about the Influence of Round...

Analysis and Research about the Influence of Round Gravel Soil Distribution Situation on Water Stop Curtain Construction

Abstract:

During the round gravel layer for water stop curtain construction,the failure of water curtain frequently occur.In this paper it points at the actual situation about the round gravel layer,based on the round gravel soil and similar river sand screening experiment,then according to the grading of soil conditions and other related data of the experimental results,it analyses the influence of round gravel soil distribution situation on underground engineering pile.