Determination of traffic-load-influenced depths in clayey subsoil based on the shakedown concept

The determination of the depth of traffic load influence is significant for pavement and embankment design on soft soil. In this study, a method based on strain-controlled criteria is presented to estimate the depths within which the behavior of a saturated clayey subsoil is affected by cyclic traff...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2015-10, Vol.77, p.182-191
Hauptverfasser:	Tang, LianSheng, Chen, HaoKun, Sang, HaiTao, Zhang, SiYang, Zhang, JieYi
Format:	Artikel
Sprache:	eng
Schlagworte:	Cyclic stress ratio Depth Dynamics Pore pressure Shakedown Soil (material) Strain Stress ratio Stresses Thresholds Traffic engineering Traffic flow Traffic load
Online-Zugang:	Volltext
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