A novel method for measuring traffic load-induced settlement at different layers of embankment in highway

Author:

Zheng Xiao,Yang Yu-You,Zhang Qian-Qing,Wu Shi-qian,Cui Wei

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Shandong Provincial Natural Science Foundation for Distinguished Young Scholars

Key Laboratory of Geotechnical and Underground Engineering

Ministry of Education

KLE-TJGE-B1802

Young Scholars Program of Shandong University

Publisher

Elsevier BV

Subject

Applied Mathematics,Electrical and Electronic Engineering,Condensed Matter Physics,Instrumentation

Reference38 articles.

1. Calculated and observed behavior of a reinforced embankment over soft compressible soil;Rowe;Can. Geotech. J.,1996

2. Settlement monitoring and analysis of soft foundation of an expressway widening project;Liu;Rock Soil Mech.,2007

3. Typical embankment settlement/heave patterns of the Qinghai-Tibet highway in permafrost regions: formation and evolution;Yu;Eng. Geol.,2016

4. Postconstruction settlement prediction of high embankment of silty clay at Chengde Airport based on one-dimensional creep analytical method: case study;Yao;Int. J. Geomech.,2018

5. Prediction of the postconstruction settlement of the high embankment of Jiuzhai-Huanglong Airport;Liu;Chin. J. Geotech. Eng.,2005

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