Rheological characteristics and one-dimensional isotache modelling of marine soft clays

被引:8
作者
Zou, Sheng-Feng [1 ,2 ,3 ]
Xie, Xin-Yu [1 ,2 ,3 ]
Li, Jin-Zhu [2 ]
Wang, Zhong-Jin [1 ,2 ,3 ]
Wang, Heng-Yu [2 ]
机构
[1] Zhejiang Univ, Res Ctr Coastal & Urban Geotech Engn, Hangzhou, Zhejiang, Peoples R China
[2] Zhejiang Univ, Ningbo Inst Technol, 1 Xuefu Rd, Ningbo 315100, Zhejiang, Peoples R China
[3] Zhejiang Univ, Engn Res Ctr Urban Underground Dev Zhejiang Prov, Hangzhou, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Marine soft clays; isotache theory; elasto-viscoplastic model; creep; strain rate dependency; stress relaxation; TIME-DEPENDENT BEHAVIOR; CONSOLIDATION; SETTLEMENTS;
D O I
10.1080/1064119X.2018.1473903
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This paper presents a novel elasto-viscoplastic constitutive formulation based on the isotache concepts and the Nishihara model. Incorporating a novel viscoelastic body to include the delay elastic deformation of marine soft clays under the external load, the proposed model is used to evaluate the theories of consolidation-creep coupling, strain rate dependency and stress relaxation of saturated marine soft clays, and hence, the methodology used to determine the parameters of the model is discussed. Ningbo marine soft clay is selected as an example to interpret the determination of the model parameters on a field scale. A series of conventional oedometer tests are conducted as well. Eventually, we utilize the model to simulate several kinds of rheological tests, including one-dimensional (1-D) long-term compression tests on Ningbo marine soft clays, 1-D constant rate of strain (CRS) tests on Batiscan clays and 1-D stress relaxation tests on Hong Kong marine deposits. These findings indicate good agreement between the computational and experimental results, suggesting the given model can provide reliable forecasts for the rheological characteristics of marine soft clays.
引用
收藏
页码:660 / 670
页数:11
相关论文
共 29 条
[1]  
[Anonymous], 1957, P 4 INT C SOIL MECH
[2]  
[Anonymous], 1993, CHINESE J GEOTECH EN
[3]   ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS [J].
BJERRUM, L .
GEOTECHNIQUE, 1967, 17 (02) :83-&
[4]  
[胡亚元 Hu Yayuan], 2016, [中国公路学报, China Journal of Highway and Transport], V29, P29
[5]  
Imai G, 1995, COMPRESSION AND CONSOLIDATION OF CLAYEY SOILS, VOL 2, P891
[6]  
Ke WH, 2016, ROCK SOIL MECH, V37, P2198, DOI 10.16285/j.rsm.2016.08.010
[7]  
LEROUEIL S, 1985, GEOTECHNIQUE, V35, P159, DOI 10.1680/geot.1985.35.2.159
[8]  
Leroueil S., 2006, Proceedings of the XIII Danube-European Conference on Geotechnical Engineering, P29
[9]  
Li J. Z, 2011, STUDY LARGE STRAIN C
[10]  
Nishihara M, 1961, RHEOLOGY OF ROCKS, P325