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2019 | OriginalPaper | Chapter

1. Analysis of Differential Settlement of Highway Soft Soil Subgrade

Authors : Hanhua Zhu, Zhijun Wu, Mengchong Chen, Yongli Zhao

Published in: Controlling Differential Settlement of Highway Soft Soil Subgrade

Publisher: Springer Singapore

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Abstract

The soft soil subgrade has the characteristics of large pore ratio, high compressibility, high water content, low permeability, low strength, strong rheological property, strong structural property, and high sensitivity, allowing it to easily lead to differential settlement of subgrade. The core problem is the inconsistency of the designed analysis model (Fig. 1.1a) of highway soft soil subgrade and actual stress and deformation state of soft soil slag road subgrade (Fig. 1.1b, c).

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next chapter Overview of Methods for Treating the Differential Settlement of the Soft Soil Highway Subgrade (Including the Bumps at Bridgeheads)
Literature
1.
K. Terzaghi, Theoretical Soil Mechanics (Wiley, New York, 1943)
2.
H. Zhu et al., Engineering Structural Stability, Balance and Deformation Compatibility Control Measures and Applications (China Communications Press Co., Ltd., Beijing, 2015). (In Chinese)
3.
H. Zhu, Z. Zhou, Thinking of the Issues Concerning Civil Engineering Structure Force Safety (China Communications Press, Beijing, 2012). (In Chinese)
Metadata
Title
Analysis of Differential Settlement of Highway Soft Soil Subgrade
Authors
Hanhua Zhu
Zhijun Wu
Mengchong Chen
Yongli Zhao
Copyright Year
2019
Publisher
Springer Singapore
Book
Controlling Differential Settlement of Highway Soft Soil Subgrade

Print ISBN: 978-981-13-0721-8

Electronic ISBN: 978-981-13-0722-5

Copyright Year: 2019

DOI
https://doi.org/10.1007/978-981-13-0722-5_1