Effective Length of DJM Pile Composite Foundation in Loess Hilly Areas

Peng Ju Cui; Xiao Yun Peng

doi:10.4028/www.scientific.net/AMM.170-173.183

Paper Titles

The Influence of the Clay's Geotechnical Behaviors with the Fly Ash
p.164

Study on Deformation Characteristics of Dark-Brown Weathered Basalt Soil in Guizhou
p.169

Research the Deformation Prediction System of Foundation Pit Based on Grey Theory
p.174

Study on Acoustic Emission of Rock Damage Based on Physical Cellular Automata
p.179

Effective Length of DJM Pile Composite Foundation in Loess Hilly Areas
p.183

The Stability Evaluation of the Landslide in the Northwest Sit of Certain a Substation
p.187

The Comprehensive Application of High-Low Strain Test in Detecting Pile Foundations
p.191

The Influences of Interpile Soil Reinforcement on the Performance of Structures with Double-Row Piles
p.195

Study on Foundation Behavior due to Seepage Force of Groundwater
p.199

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Effective Length of DJM Pile Composite Foundation...

Effective Length of DJM Pile Composite Foundation in Loess Hilly Areas

Abstract:

Based on the loading test of a jet pile composite foundation in loess ravine area, the relationship between the pile capacity and its length was researched. The effective length of the pile and the suitable range of pile length in this region were given in this paper. In the end, it indicates that only the magnitude of current can’t be use to control the length of the pile at construction.