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- W2377787519 abstract "In order to obtain ultimate dynamic feature of roadbed lime stabilized soil under limit loading condition,standard reshaped specimens are done by standard compaction experiment using disturbed soil sample.Kinetic stress and strain relation curve of lime stabilized soil is tested using DDS-70 cycle triaxial test system under 100,150,190 and 200 kPa dynamic stress amplitude conditions,under 25,50 and 75 kPa confining pressure conditions,with 26.0%,21% and 18% water content,under 2 000 and 5000 cycle number or 3 Hz and 5Hz vibration frequency conditions with constant consolidation ratio.Test results show that permanent deformation of lime stabilized soil failure is hard to achieve value required by the dynamic strength standard,and ultimate dynamic stress is fit to judge dynamic failure of the soil.Critical dynamic stress is limited to 190-200 kPa.Water content and frequency have less effect on ultimate dynamic stress of the soil,but the stress generally tends to decrease with increasing of water content and frequency.And the range approaches lower limiting value of the range,190 kPa,which can be used as reference value of dynamic design on roadbed lime stabilized soil in Yujia highway." @default.
- W2377787519 created "2016-06-24" @default.
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- W2377787519 date "2013-01-01" @default.
- W2377787519 modified "2023-09-23" @default.
- W2377787519 title "Ultimate Dynamic Characteristics Study of Lime Stabilized Soil in Yujia Highway" @default.
- W2377787519 hasPublicationYear "2013" @default.
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