Compression Characteristics of Highly Compacted and Tamped Loess Soil Fills

Compression Characteristics of Highly Compacted and Tamped Loess Soil Fills

A comprehensive compaction technology combining layered compaction by vibratory rollers and interlayer heavy tamping is proposed and applied to an embankment project to improve the compaction effects of high loess embankments. The compression characteristics of the highly compacted soil layers after...

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Bibliographic Details
Main Authors: Yimei Cheng, Cheng Zhao, Guohong Zeng, Yuwen Ju
Format: Article
Language:English
Published: MDPI AG 2025-04-01
Series:Buildings
Subjects:
loess fill
embankment
compaction
heavy tamping
post-construction settlement
compression
Online Access:https://www.mdpi.com/2075-5309/15/8/1291
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