Critical State of Sands Revisited: Fabric Effects
Critical State of Sands Revisited: Fabric Effects
批准号:
1162096
负责人:
Yannis Dafalias
金额:
$34.42万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2012
资助国家:
美国
项目状态:
已结题
起止时间:
2012-06-01 至 2016-05-31
中文摘要
Please try later.
英文摘要
Critical State Soil Mechanics (CSSM) is the paradigm of a framework for soil constitutive modeling. This paradigm will be constructively challenged from the perspective of one important missing factor: the effect of soil fabric, in particular sands, on the premises and conditions characterizing critical state. The hypothesis that the fabric, characterized by an appropriately defined fabric tensor representing the orientational distribution of particles, contact normals or void vectors, evolves towards a critical state value will be investigated by means of discrete granular mechanics (DEM) and continuum mechanics methods. The main objective will be the enhancement of the critical state conditions for stress and void ratios by one additional condition for critical state fabric, the incorporation of the results into a new fabric-enhanced CSSM constitutive framework, and the illustration by examples of fabric effects on constitutive and numerical modeling of Geomechanics boundary value problems. Understanding the sandy soil response when deformed and stressed, is of fundamental importance for the safe design and analysis of geotechnical structures. The existing famework of the most predominant theory, Critical State Soil Mechanics, is in need of an enhancement to account for particular aspects related to the way the soil particles are oriented during their natural deposition process. The project will adress these issues by means of discrete particles modeling simulations and ensuing continuum mechanics methodologies. The successful outcome will drastically change the way CSSM theory is taught at Universities and applied in geotechnical practice, a field of increasing social impact in regards to hazard mitigations related to earthquakes and landslides. It will also offer an engineering perspective to the neighboring fields of granular physics and material sciences, where a continuum engineering approach to fabric effects can be very useful. Such findings will be integrated into an educational program leading to seminar presentations of the simplest aspects to young students and the development of graduate courses. The results of the proposed study will be disseminated through workshops, publications in archival journals and presentations at conferences.
期刊论文(0)
专著(0)
科研奖励(0)
会议论文
Constitutive Modeling of Inherent Sand Fabric Anisotropy and Numerical Applications within Critical State Soil Mechanics
-
批准号:0201231
-
项目类别:Standard Grant
-
资助金额:$19.7万
-
财政年份:2002
-
负责人:Yannis Dafalias
-
依托单位:
Constitutive and Numerical Modeling for Analysis of Permanent Deformations of Soil Structures
-
批准号:9800330
-
项目类别:Standard Grant
-
资助金额:$12.3万
-
财政年份:2000
-
负责人:Yannis Dafalias
-
依托单位:
The Internal Spin of Polymeric Materials
-
批准号:8918531
-
项目类别:Standard Grant
-
资助金额:$2.97万
-
财政年份:1989
-
负责人:Yannis Dafalias
-
依托单位:
The Plastic Spin Effect: Theory and Experiments
-
批准号:8619229
-
项目类别:Continuing Grant
-
资助金额:$15.4万
-
财政年份:1987
-
负责人:Yannis Dafalias
-
依托单位:
Further Development of the Bounding Surface Soil Plasticity Model
-
批准号:8216995
-
项目类别:Standard Grant
-
资助金额:$9.7万
-
财政年份:1983
-
负责人:Yannis Dafalias
-
依托单位:
国内基金
海外基金
Simulation and certification of the ground state of many-body systems on quantum simulators
-
批准号:--
-
项目类别:--
-
资助金额:40万元
-
批准年份:2020
-
负责人:Abolfazl Bayat
-
依托单位:
Cortical control of internal state in the insular cortex-claustrum region
-
批准号:--
-
项目类别:--
-
资助金额:25万元
-
批准年份:2020
-
负责人:Robert Konrad Naumann
-
依托单位:
微波有源Scattering dark state粒子的理论及应用研究
-
批准号:61701437
-
项目类别:青年科学基金项目
-
资助金额:28.0万元
-
批准年份:2017
-
负责人:李欢
-
依托单位: