Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Bearing Behavior of the Fly Ash Deposits on Expressway

Table 1

Laboratory test results of fly ash.

Original sample numberSample depth (m)Moisture content (%)Wet density (g/cm3)Dry density (g/cm3)ProportionInitial void ratioCompression modulus ES1∼2 (MPa)Permeability coefficient K20 (cm/s)Saturated quick shear test
Cohesion (kPa)Internal friction angle (°)

A1-11.0∼1.333.41.381.032.621.56219.582.38E − 412.027.8
A1-21.7∼2.042.41.310.922.621.8818.8935.026.3
A2-11.0∼1.348.01.541.032.621.54711.4414.024.6
A2-21.7∼2.053.71.400.912.621.9096.531.028.6
A2-33.0∼3.361.71.410.872.622.0398.129.32E − 40.030.5

Article of the Year Award: Outstanding research contributions of 2020, as selected by our Chief Editors. Read the winning articles.