Characteristics and Evaluation of Coral Mixed Soil Base

Ju Yanfei; Min Daogui

doi:doi:10.11648/j.earth.20180703.15

| Peer-Reviewed

Characteristics and Evaluation of Coral Mixed Soil Base

Ju Yanfei, Min Daogui

Published in Earth Sciences (Volume 7, Issue 3)

Received: 14 May 2018 Accepted: 4 June 2018 Published: 15 June 2018

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

With the human activities gradually into the ocean, especially the implementation of the strategy of the Belt and Road, engineering construction will be more and more involved in the coral sand foundation, and the survey of foundation design specification, has not yet listed coral reef types of geotechnical, field test research on characteristics of coral sand foundation scholars both at home and abroad. However, after the coral reefs are artificially disturbed and blown into the land area, the mixed land foundation with coarse and fine grained soil is formed. In this paper, the characteristics of non-uniform and weak interbedded coral soil are obtained by dynamic field touchdown, pit exploration, particle analysis and Rayleigh wave method. Through triaxial shear tests with different porosity ratios, the results show that the shear strength index of coral sand is higher than that of natural silt sand and silt, and the coralline sand has certain cohesion. Through field loading plate test and dynamic contrast analysis, the reasonable loading plate impact depth, dynamic agent number and coral hybrid bearing capacity of soil foundation has good correlation, and through the analysis of dynamic agent number and the foundation bearing capacity, dynamic agent number and the experience formula of the modulus of deformation, and research has certain reference value to similar projects.

Published in	Earth Sciences (Volume 7, Issue 3)
DOI	10.11648/j.earth.20180703.15
Page(s)	138-143
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2018. Published by Science Publishing Group

Keywords

Coral Mixed Soil, Rayleigh Wave Method, Void Ratio, Shear Strength, Load Plate Test, Dynamic Contact, Depth of Influence, Foundation Bearing Capacity

References

[1]	Sun Zongxun, Zhao Huanting. Coral reef engineering geology - new scienc [J]. Hydrogeology and Engineering Geology, 1998 (1): 1-4.
[2]	Sun Zongxun, Research on the nature of coral sand engineering in the Nansha Islands [J]. Tropical Marine, 2000, 19 (2): 1-8.
[3]	Huo Ying Xi, Wang Weizhi, Qiu Qinchang, Li Yan, et al. Compaction effects for reclamation fill of coralline in Red Sea region. Port and Watermay Engineering, 2010, 446 (10): 82-87.
[4]	Wang Baofeng, Chen Liang. A Coastal Coral Sand Foundation Settlement Case Study. Project Quality, 2016, 34 (8): 78-81.
[5]	Yan Yupin, Ke YouQin. Introduction to coral reef engineering geology characteristic and foundation treatment. Resources and environmental engineering, 2008 (22): 47-49.
[6]	Zhao HuanTing, Song ChaoJin, LuBo. At the beginning of coral reef engineering geology theory. Journal of Engineering Geology, 1996, 4 (1): 86-90.
[7]	She-Yinpeng, LYU Yaru, LI Feng, Yuan-Jiamin. Experimental analyses of shearing mechanism of coral sand [J]. Journal of PLA University of Science and Technology (Natural Science Edition), 2017, 2: 29-35.
[8]	Zhu Changqi, Liu Congquan. Research on the nature of coral sand site in xisha yongxing island [J]. Rock and Soil Mechanics. 1995, 16 (2): 35-41.
[9]	Yang-Yongkang, Yang-Wu, Ding-XueWu, Xie-ShuLing, eng-ChunYan, Experimental study on the bearing capacity of coral debris sand in xisha islands [J]. Journal of guangzhou university (natural science edition), 2017, 6: 61-66.
[10]	Li Yangyang, Fang Xiangwei, Huang xuefeng, Song Pin, Su Faxin. Study of Plate Load Model on coral sand foundation [J]. Journal of Chongqing university of technology (natural science), 2017, 10: 114-121.
[11]	The editorial board of the engineering geological handbook. Engineering geological manual (the fourth edition) [M]. Beijing: China construction industry press, 2006.
[12]	Xu Ning. Talk about the engineering geology of coral reef soil [J]. Journal of geotechnical engineering, 1989, 11 (4): 81-88.
[13]	Ju YanFei, Min Daogui, Guan Xin. Method of detecting soft clay mass in sandy soil based on Rayleigh wave [J]. Port and waterway Engineering, 2018, 3: 159-165.

Cite This Article

Plain Text BibTeX RIS

APA Style

Ju Yanfei, Min Daogui. (2018). Characteristics and Evaluation of Coral Mixed Soil Base. Earth Sciences, 7(3), 138-143. https://doi.org/10.11648/j.earth.20180703.15

Copy | Download

ACS Style

Ju Yanfei; Min Daogui. Characteristics and Evaluation of Coral Mixed Soil Base. Earth Sci. 2018, 7(3), 138-143. doi: 10.11648/j.earth.20180703.15

Copy | Download

AMA Style

Ju Yanfei, Min Daogui. Characteristics and Evaluation of Coral Mixed Soil Base. Earth Sci. 2018;7(3):138-143. doi: 10.11648/j.earth.20180703.15

Copy | Download

@article{10.11648/j.earth.20180703.15,
  author = {Ju Yanfei and Min Daogui},
  title = {Characteristics and Evaluation of Coral Mixed Soil Base},
  journal = {Earth Sciences},
  volume = {7},
  number = {3},
  pages = {138-143},
  doi = {10.11648/j.earth.20180703.15},
  url = {https://doi.org/10.11648/j.earth.20180703.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.earth.20180703.15},
  abstract = {With the human activities gradually into the ocean, especially the implementation of the strategy of the Belt and Road, engineering construction will be more and more involved in the coral sand foundation, and the survey of foundation design specification, has not yet listed coral reef types of geotechnical, field test research on characteristics of coral sand foundation scholars both at home and abroad. However, after the coral reefs are artificially disturbed and blown into the land area, the mixed land foundation with coarse and fine grained soil is formed. In this paper, the characteristics of non-uniform and weak interbedded coral soil are obtained by dynamic field touchdown, pit exploration, particle analysis and Rayleigh wave method. Through triaxial shear tests with different porosity ratios, the results show that the shear strength index of coral sand is higher than that of natural silt sand and silt, and the coralline sand has certain cohesion. Through field loading plate test and dynamic contrast analysis, the reasonable loading plate impact depth, dynamic agent number and coral hybrid bearing capacity of soil foundation has good correlation, and through the analysis of dynamic agent number and the foundation bearing capacity, dynamic agent number and the experience formula of the modulus of deformation, and research has certain reference value to similar projects.},
 year = {2018}
}

Copy | Download

TY  - JOUR
T1  - Characteristics and Evaluation of Coral Mixed Soil Base
AU  - Ju Yanfei
AU  - Min Daogui
Y1  - 2018/06/15
PY  - 2018
N1  - https://doi.org/10.11648/j.earth.20180703.15
DO  - 10.11648/j.earth.20180703.15
T2  - Earth Sciences
JF  - Earth Sciences
JO  - Earth Sciences
SP  - 138
EP  - 143
PB  - Science Publishing Group
SN  - 2328-5982
UR  - https://doi.org/10.11648/j.earth.20180703.15
AB  - With the human activities gradually into the ocean, especially the implementation of the strategy of the Belt and Road, engineering construction will be more and more involved in the coral sand foundation, and the survey of foundation design specification, has not yet listed coral reef types of geotechnical, field test research on characteristics of coral sand foundation scholars both at home and abroad. However, after the coral reefs are artificially disturbed and blown into the land area, the mixed land foundation with coarse and fine grained soil is formed. In this paper, the characteristics of non-uniform and weak interbedded coral soil are obtained by dynamic field touchdown, pit exploration, particle analysis and Rayleigh wave method. Through triaxial shear tests with different porosity ratios, the results show that the shear strength index of coral sand is higher than that of natural silt sand and silt, and the coralline sand has certain cohesion. Through field loading plate test and dynamic contrast analysis, the reasonable loading plate impact depth, dynamic agent number and coral hybrid bearing capacity of soil foundation has good correlation, and through the analysis of dynamic agent number and the foundation bearing capacity, dynamic agent number and the experience formula of the modulus of deformation, and research has certain reference value to similar projects.
VL  - 7
IS  - 3
ER  -

Copy | Download

Author Information

Ju Yanfei

The New Material and Maintenance of Maritime Structures Reinforcement Technology in Hubei Province Key Laboratory, Wuhan, China
Min Daogui

Wuhan Harbour Engineering Quality Test Co. Ltd, Wuhan, China

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Ju Yanfei, Min Daogui. (2018). Characteristics and Evaluation of Coral Mixed Soil Base. Earth Sciences, 7(3), 138-143. https://doi.org/10.11648/j.earth.20180703.15

Copy | Download

ACS Style

Ju Yanfei; Min Daogui. Characteristics and Evaluation of Coral Mixed Soil Base. Earth Sci. 2018, 7(3), 138-143. doi: 10.11648/j.earth.20180703.15

Copy | Download

AMA Style

Ju Yanfei, Min Daogui. Characteristics and Evaluation of Coral Mixed Soil Base. Earth Sci. 2018;7(3):138-143. doi: 10.11648/j.earth.20180703.15

Copy | Download

@article{10.11648/j.earth.20180703.15,
  author = {Ju Yanfei and Min Daogui},
  title = {Characteristics and Evaluation of Coral Mixed Soil Base},
  journal = {Earth Sciences},
  volume = {7},
  number = {3},
  pages = {138-143},
  doi = {10.11648/j.earth.20180703.15},
  url = {https://doi.org/10.11648/j.earth.20180703.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.earth.20180703.15},
  abstract = {With the human activities gradually into the ocean, especially the implementation of the strategy of the Belt and Road, engineering construction will be more and more involved in the coral sand foundation, and the survey of foundation design specification, has not yet listed coral reef types of geotechnical, field test research on characteristics of coral sand foundation scholars both at home and abroad. However, after the coral reefs are artificially disturbed and blown into the land area, the mixed land foundation with coarse and fine grained soil is formed. In this paper, the characteristics of non-uniform and weak interbedded coral soil are obtained by dynamic field touchdown, pit exploration, particle analysis and Rayleigh wave method. Through triaxial shear tests with different porosity ratios, the results show that the shear strength index of coral sand is higher than that of natural silt sand and silt, and the coralline sand has certain cohesion. Through field loading plate test and dynamic contrast analysis, the reasonable loading plate impact depth, dynamic agent number and coral hybrid bearing capacity of soil foundation has good correlation, and through the analysis of dynamic agent number and the foundation bearing capacity, dynamic agent number and the experience formula of the modulus of deformation, and research has certain reference value to similar projects.},
 year = {2018}
}

Copy | Download

TY  - JOUR
T1  - Characteristics and Evaluation of Coral Mixed Soil Base
AU  - Ju Yanfei
AU  - Min Daogui
Y1  - 2018/06/15
PY  - 2018
N1  - https://doi.org/10.11648/j.earth.20180703.15
DO  - 10.11648/j.earth.20180703.15
T2  - Earth Sciences
JF  - Earth Sciences
JO  - Earth Sciences
SP  - 138
EP  - 143
PB  - Science Publishing Group
SN  - 2328-5982
UR  - https://doi.org/10.11648/j.earth.20180703.15
AB  - With the human activities gradually into the ocean, especially the implementation of the strategy of the Belt and Road, engineering construction will be more and more involved in the coral sand foundation, and the survey of foundation design specification, has not yet listed coral reef types of geotechnical, field test research on characteristics of coral sand foundation scholars both at home and abroad. However, after the coral reefs are artificially disturbed and blown into the land area, the mixed land foundation with coarse and fine grained soil is formed. In this paper, the characteristics of non-uniform and weak interbedded coral soil are obtained by dynamic field touchdown, pit exploration, particle analysis and Rayleigh wave method. Through triaxial shear tests with different porosity ratios, the results show that the shear strength index of coral sand is higher than that of natural silt sand and silt, and the coralline sand has certain cohesion. Through field loading plate test and dynamic contrast analysis, the reasonable loading plate impact depth, dynamic agent number and coral hybrid bearing capacity of soil foundation has good correlation, and through the analysis of dynamic agent number and the foundation bearing capacity, dynamic agent number and the experience formula of the modulus of deformation, and research has certain reference value to similar projects.
VL  - 7
IS  - 3
ER  -

Copy | Download