An effective combined framework for modelling the time-dependent behaviour of soft structured clays

被引：16

作者：

Manica, Miguel A. ^{[1
]}

Gens, Antonio ^{[2
]}

Ovando-Shelley, Efrain ^{[1
]}

Botero, Eduardo ^{[1
]}

Vaunat, Jean ^{[2
]}

机构：

[1] Univ Nacl Autonoma Mexico, Inst Engn, Mexico City, DF, Mexico

[2] Univ Politecn Cataluna, Dept Civil & Environm Engn, Barcelona Tech, CIMNE, Barcelona, Spain

来源：

ACTA GEOTECHNICA | 2021年 / 16卷 / 02期

关键词：

Plasticity-creep partition; Soft clay; Structuration; Time dependency; Viscoplasticity; STRESS-STRAIN BEHAVIOR; CONSTITUTIVE MODEL; CREEP-BEHAVIOR; PLASTICITY; COMPRESSIBILITY; EQUATION; VISCOPLASTICITY; CONSOLIDATION;

D O I：

10.1007/s11440-020-01025-4

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A constitutive framework for the simulation of the time-dependent behaviour of soft structured clays has been developed from the combination of a number of existing modelling approaches. The formulation accounts, in a natural way, for time-dependent phenomena such as loading rate dependency, stress relaxation, ageing, and creep deformations under constant load. In addition, the effect of structure is accounted for. To demonstrate the potential of the proposed approach, a specific model based on this framework is described and applied to the simulation of a number of relevant laboratory tests from the literature.

引用

页码：535 / 550

页数：16

共 50 条

[21] A time-dependent plasticity model for structured soils (TMS) simulating drained tertiary creep
Kavvadas, M.
Kalos, A.
COMPUTERS AND GEOTECHNICS, 2019, 109 : 130 - 143
[22] An elastic-viscous-plastic modeling of time-dependent behaviors of overconsolidated clays
Yao, Y. P.
Kong, L. M.
CHALLENGES AND INNOVATIONS IN GEOTECHNICS: PROCEEDINGS OF THE 18TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOL 1, 2013, : 845 - 848
[23] A discrete viscoplastic damage model for time-dependent behaviour of quasi-brittle rocks
Wang, W.
Shao, J. F.
Zhu, Q. Z.
Xu, W. Y.
INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2015, 24 (01) : 21 - 40
[24] A thermodynamically consistent modelling framework for strongly time-dependent bainitic phase transitions q
Bartel, Thorsten
Geuken, Gian-Luca
Menzel, Andreas
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2021, 232
[25] On the modelling of anisotropy and destructuration of soft clays within the multi-laminate framework
Cudny, M
Vermeer, PA
COMPUTERS AND GEOTECHNICS, 2004, 31 (01) : 1 - 22
[26] Mathematical modelling of time-dependent densified thickeners
Zhang, Yi
Martin, Alastair
Grassia, Paul
CHEMICAL ENGINEERING SCIENCE, 2013, 99 : 103 - 112
[27] MODELLING STRAIN-RATE-DEPENDENCY OF NATURAL SOFT CLAYS COMBINED WITH ANISOTROPY AND DESTRUCTURATION
Yin, Zhen-Yu
Karstunen, Minna
ACTA MECHANICA SOLIDA SINICA, 2011, 24 (03) : 216 - 230
[28] A Time-Dependent Double Hardening Model for Soft Rock
Siddiquee, Mohammed Saiful Alam
Hamdi, Amin
ADVANCES IN CIVIL ENGINEERING, 2019, 2019
[29] Time-dependent behaviour and static liquefaction phenomenon of sand
Ibraim E.
Benedetto H.
Doanh T.
Geotechnical and Geological Engineering, 2009, 27 (01) : 181 - 191
[30] Delayed plastic model for time-dependent behaviour of materials
Namikawa, T
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2001, 25 (06) : 605 - 627

← 1 2 3 4 5 →