Trr No. 1462 Soils, Geology, And Foundations, pp. 10-16 . During project construction more than two-thirds of the individual water-content test,., fell within the cixntracturally specified range, yet s(1 percent ol thc work ww rejected because there was no provision in the construction specifications to allow for the outliers. Construction techniquea used for clay pulverization, Moisture condi…
Trr No. 1462 Soils, Geology, And Foundations, pp. 17-27 The results of the field and laboratory investigations are presented. They consist of inclinometer results of embankment monitoring, compaction curves for material used, and moisture contents and densities of fills obtained during construction and after movement hegan. A relationship between moisture content and Undrained shearing ;trengt…
Proceedings of the Conference on Soil Dynamics & Earthquake Engineering
Standard Specifications for Transportation Materials and methods of sampling and testing. Part 1A: specifications
ARRB Proceedings - fourth Conference, volume 4 part 2
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Stability and Performance of Slopes and Embankments