Pseudo-Static Approach to Single Rammer Energy Calculation in Dynamic Compaction of Saturated Soft Soil Foundations

Ji Feng Liang; Feng Wang; Guo Bao

doi:10.4028/www.scientific.net/AMM.204-208.747

Paper Titles

Estimation of Rock Mass Deformation Modulus in Gas Pipeline Area Based on Different Methods
p.727

Comparison and Analysis of Identification of Soil Stratigraphy in Shanghai between CPTU Test and Laboratory Test
p.732

Identification for Bolt-Surrounding Rock System Based on Wavelet Neural Network
p.738

Characteristics of Cast-InSitu Concrete Pipe Pile under Lateral Load
p.743

Pseudo-Static Approach to Single Rammer Energy Calculation in Dynamic Compaction of Saturated Soft Soil Foundations
p.747

Grid Service Behavior in Geogrid-Reinforced and Pile-Supported Composite Foundations
p.751

Experimental Study of Time-Frequency Effect of Rocks
p.755

Energy Attenuation Model in Granular Structure
p.763

Study on Homogenization Process of Masonry Using Numerical Simulation Based on Periodic Boundary Conditions
p.768

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Pseudo-Static Approach to Single Rammer Energy...

Pseudo-Static Approach to Single Rammer Energy Calculation in Dynamic Compaction of Saturated Soft Soil Foundations

Abstract:

The article puts forward a single-rammer energy calculation formula based on pseudo-static method which is to be applied in the dynamic compaction trials of saturated soft soil foundations. A comparison between the formula and the dynamic compaction effective reinforcement range formula is made. Then, data from actual engineering project are applied to the formula, and the calculated results are consistent with the testing results. That is to say, the formula can facilitate the forecast of single-rammer energy in dynamic foundation compaction.