期刊论文、会议论文

Wang, Zhi-Chao

英文

Geotechnical Special Publication

0895-0563

2016

2016-January

259 GSP

201-209

4th Geo-China International Conference on Sustainable Civil Infrastructures - Innovative Technologies for Severe Weathers and Climate Changes

Geotechnical Special Publication

JUL 25-27, 2016

Shandong, PEOPLES R CHINA

[Wang, Zhi-Chao;Kuang, Du-Min;Wang, Wei-guo] Xiangtan Univ, Hunan Key Lab Geomech & Engn Safety, Xiangtan 411105, Peoples R China.^[Wang, Zhi-Chao;Luo, Ying-She] Cent South Univ Forestry & Technol, Hunan Prov Key Lab Engn Rheol, Changsha 410004, Hunan, Peoples R China.^[Zhao, Tao] Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R China.

Shandong Univ, Shandong Dept Transportat, Univ Oklahoma, Chinese Natl Sci Fdn, Amer Soc Civil Engineers, Geo Inst

Fatahi, B Sorour, T Leng, Z

UNITED ENGINEERING CENTER, 345 E 47TH ST, NEW YORK, NY 10017-2398 USA

AMER SOC CIVIL ENGINEERS

978-0-7844-8002-1

10.1061/9780784480021.026

National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51308485]; Hunan Provincial Natural Science Foundation of ChinaNatural Science Foundation of Hunan Province [12JJ4006]; Open Project of Hunan Province Key Laboratory of Engineering Rheology [14HNKLER01]

本校为通讯机构

To describe the over-consolidation, dilatancy, strain softening, and time-dependent behavior of subgrade compacted clay inside a high-filled embankment during layered filling process, an elastic-viscoplastic constitutive model based on sub-loading yield surface was adopted to analyze the construction and post-construction settlements of high-filled embankment. Illustrated by the case of the dam-like embankment of Lanhai highway between the pile numbers from K50+650 to K50+860, the rheological settlement performance of the high-filled embankment...