Application of Lime-Soil Compaction Pile Method for Loess Foundation Treatment

Fei Huang; Da Jun Zhao

doi:10.4028/www.scientific.net/AMM.638-640.393

Paper Titles

Analysis of One-Dimensional Consolidation of Non-Homogeneous Layer with Exponential Flow Law
p.374

Analysis of Ultralong Friction Pile Based on Gradient Dependent Nonlocal Friction Model
p.380

Anti-Seepage Technology for a Sluice Foundation on Soft Soil
p.384

Application of Earth Berm in Foundation Pit Engineering
p.389

Application of Lime-Soil Compaction Pile Method for Loess Foundation Treatment
p.393

Application of Multi-Channel Transient Rayleigh Wave in Geological Exploration
p.397

Artificial Rainfall Failure Experiments for a Red Clay Slope
p.402

Axial Unloading Test of Soil Based on the GDS Triaxial Apparatus
p.407

Boundary Element Method for Horizontally Polarized Shear Wave Scattering by an Elliptical Cavity in Orthotropic Graded Saturated Porous Media
p.412

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Application of Lime-Soil Compaction Pile Method...

Application of Lime-Soil Compaction Pile Method for Loess Foundation Treatment

Abstract:

Construction projects are increasingly encountered bad foundation, because of collapsible loess is widely distributed in our country, so most widely especially bad in collapsible loess foundation, this paper based on the characteristics analysis of the loess collapsibility of loess, expounded in combination with the engineering practice of collapsible loess foundation treatment methods, problems and countermeasures.