Anti-Floating Anchor Rods and Waterproof Construction Technology for Deep Pits

Liao Jiang Chen; Xiao Wang; Shu Li Hou

doi:10.4028/www.scientific.net/AMM.353-356.952

Paper Titles

Numerical Study on Dam-Foundation-Dam Interaction
p.933

Dynamic Triaxial Test Research of Stage Change of Cohesive Soil
p.937

The Study of Optimization Design Numerical Simulation on Variable Spacing Pile-Raft Foundation
p.941

Stability Analysis of Unsaturated Soil Slopes Based on Unified Strength Theory
p.946

Anti-Floating Anchor Rods and Waterproof Construction Technology for Deep Pits
p.952

Analysis on FLAC Large Deformation Mode of Rock Mass due to Transform from Open-Pit to Underground Mining
p.957

Control on Reasonable Impact Loading in Static-Dynamic Drainage Consolidation Method
p.961

Dig-Hole Pile Excavation by Blasting in Cities and Towns
p.965

Applications of Soil Nailed Wall in Foundation Pit Support
p.969

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Anti-Floating Anchor Rods and Waterproof...

Anti-Floating Anchor Rods and Waterproof Construction Technology for Deep Pits

Abstract:

Pouring base cushion first and then construct anti-floating anchor to avoid strong weathered diorite prolonged exposure and disintegration. The post-poured wedge concrete resistance to water pressure, the middle concrete pads fixed waterstops, Reinforced fixed seal ring, The cement penetration crystalline deal with concrete construction joints. With polyurethane, BAC waterproof coiled material for anti-floating anchor root waterproof treatment.