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Research on Unloading Modulus of Low Liquid Silty Soil Embankment in Urumqi Area

Author: RanWuPing
Tutor: YuXiongFei
School: Xinjiang University
Course: Structural Engineering
Keywords: Low liquid limit the silt Subgrade resilient modulus Bearing plate test Consistency Degree of compaction Reliability Analysis Simplified formula
CLC: U416.1
Type: Master's thesis
Year: 2009
Downloads: 67
Quote: 0
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Abstract


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CLC: > Transportation > Road transport > Road works > Roadbed, pavement engineering > Subgrade
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