One-Dimensional Strain Research of Coral Mud Based on a Modified Burgers Model Considering Stress History

Author:

Shen Yang1,Weng He1,Ma Ke2,Deng Jue1

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China

2. Institute for Smart City of Chongqing University in Liyang, Chongqing University, Changzhou 213300, China

Abstract

Coral mud is a special rock and sediment mass and is widely distributed in the South China Sea. Studying the deformation of coral mud is important for infrastructure development in the South China Sea. When choosing a model to describe the long-term deformation of coral mud, it is difficult for a simple nonlinear deformation model to accurately and universally describe the complex deformation processes of the sediment; a complex model is too time-consuming and difficult to apply to practical engineering. In this article, based on a classical element model, the Burgers model, certain elements are modified in combination with one-dimensional oedometer tests under normally consolidated situations. Then, combined with an unloading and reloading test, the modified Burgers model is further improved, and a modified Burgers model considering stress history is obtained. The modified Burgers model considering the stress history only has four parameters, all of which have practical physical significance, which makes the model easy to use. Different loading times and cyclic loading and unloading tests prove that the model has good stability and can, not only simulate the deformation characteristics of sediment, but can also provide good variation rules for the parameters.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference20 articles.

1. Gradation affects basic mechanical characteristics of Chinese calcareous sand as airport subgrade of reefs;Yang;Mar. Georesources Geotechnol.,2020

2. Fractional order creep model for coral sand;Sun;Mech. Time-Depend. Mater.,2019

3. Influential Factors of the Static Shear Properties of Coral Mud in the South China Sea;Shen;Adv. Civ. Eng.,2020

4. Terzaghi, K. (1925). Erdbaumechanik auf bodenphysikalischer Grundlage, Leipzig & Vienna, Franz Deuticke.

5. Terzaghi, K., and Peck, R.B. (1996). Soil Mechanics in Engineering Practice, John Wiley & Sons, Inc.. [3rd ed.].

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3