Physical and mechanical properties and microstructures of submarine soils in the Yellow Sea

Author:

Tian Zhuangcai123ORCID,Chang Yihua12ORCID,Chen Sichao12,Wang Gengchen12,Hu Yanhong12,Guo Chuan12,Jia Lei12,Song Lei123,Yue Jianhua34

Affiliation:

1. State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou China

2. School of Mechanics and Civil Engineering China University of Mining and Technology Xuzhou China

3. Research Center for Deep Ocean Science and Underwater Engineering China University of Mining and Technology Xuzhou China

4. School of Resources and Geosciences China University of Mining and Technology Xuzhou China

Abstract

AbstractIn recent years, the exploration of seabed has been intensified, but the submarine soils of silt and sand in the Yellow Sea area have not been well investigated so far. In this study, the physical and mechanical properties of silt and sand from the Yellow Sea were measured using a direct shear apparatus and their microstructures were observed using a scanning electron microscope. The test results suggest that the shear strength of silt and sand increases linearly with the increase of normal stress. Based on the direct shear test, the scanning electron microscope was used to observe the section surface of sand. It is observed that the section surface becomes rough, with many “V”‐shaped cracks. Many particles appear on the surface of the silt structure and tend to be disintegrated. The X‐ray diffraction experiment reveals that the sand and silt have different compositions. The shear strength of sand is slightly greater than that of silt under high stress, which is related to the shape of soil particles and the mineral composition. These results can be a reference for further study of other soils in the Yellow Sea; meanwhile, they can serve as soil parameters for the stability and durability analyses of offshore infrastructure construction.

Funder

National Natural Science Foundation of China

Publisher

Wiley

Reference33 articles.

1. Shear behavior of calcareous sands improved by polyurethane foam adhesive considering effects of particle size distribution;Chen QS;Sci Technol Eng,2020

2. Correlation analysis of physical properties and compressional wave velocity of seafloor sediments from the central part of the South Yellow Sea;Cheng JJ;Period Ocean Univ China,2011

3. Laboratory Testing to Research the Micro-Structure and Dynamic Characteristics of Frozen–Thawed Marine Soft Soil

4. Low-Temperature Rheological Behavior of Submarine Mudflows

5. Effect of Grain Size on Microscopic Pore Structure and Fractal Characteristics of Carbonate-Based Sand and Silicate-Based Sand

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

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