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
A2-33.0∼3.361.71.410.872.622.0398.129.32E − 40.030.5

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