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Research Progress and Trend of Geotechnical Environmental Problems in Large-Scale Reclamation Projects

  • F. S. MaEmail author
  • R. L. Hu
  • J. H. Xiong
  • Q. H. Deng
Conference paper
  • 1.9k Downloads
Part of the Springer Geology book series (SPRINGERGEOL)

Abstract

We discussed a number of geotechnical engineering key problems in large-scale reclamation process, and proposed some new research ideas by analyzing the progress and development trend about the problems, which would have an important guiding significance to further study geotechnical environmental problems in large-scale reclamation projects.

Keywords

Coastal zone Reclamation Geotechnical environmental problems Research progress Research development trend 

Notes

Acknowledgments

The research was funded by the Special Funds for National Basic Research Program of China (Grant No.2010CB428803) and the National Natural Science Foundation of China project (Grant No. 41172271).

References

  1. Baù, D., Ferronato, M., Gambolati, G., et al. (2002). Basin-scale compressibility of the northern Adriatic by the radioactive marker technique. Geotechnique, 52(8), 605–616.CrossRefGoogle Scholar
  2. Cao, Y., Li, W., & Liu, T. (2011). Application of geotechnical drainage net to improvement of ultra-soft soil. Port and Waterway Engineering, 11, 237–240. (In Chinese).Google Scholar
  3. Cao, X., Ruan, J., & Zheng, B., et al. (2007). Application of GIS technique in geological hazard information system. The Chinese Journal of Geological Hazard and Control, 18(3), 112–115 + 125. (In Chinese).Google Scholar
  4. Dong, X., Jiang, H., Deng, M., et al. (2005). Study on the distribution and balance of the salt in the inland basin. Advances in Water Science, 16(5), 638–642. (In Chinese).Google Scholar
  5. Huang, L., & Kuang, S. (2000). Possibility of application of GPSTechnique to vertical deformation measurement. Crustal Deformation and Earthquake, 20(1), 30–37. (In Chinese).Google Scholar
  6. Ibrahim, H., & Shaw, D. (2012). Assessing progress toward integrated coastal zone management: Some lessons from Egypt. Ocean and Coastal Management, 58, 26–35.CrossRefGoogle Scholar
  7. Jiang, Y., & Zhang, Y. (2001). Ecological distribution, properties and amelioration of saline soil in Shenyang region. Chinese Journal of Soil Science, 32(S0), 124–127. (In Chinese).Google Scholar
  8. Kim, H., & Hirokane, S. (1995). Consolidation behaviour of dredged clay ground improved by horizontal drain method[A].In H. Yoshikuni & G. Kusakabe (Eds.), Proceedings of the Compression and Consolidation of Clayey Soils, (Vol. 1, pp. 99–104).Google Scholar
  9. Lee, S., Karunaratne, G., Yong, K., et al. (1987). Layered clay-sand scheme of land reclamation. Journal of Geotechnical Engineering, 113(9), 984–995.CrossRefGoogle Scholar
  10. Li, L., Wang, Q., Wang, N., et al. (2002). Research on the feasibility of consolidating hyd.raulic fill in layers by the method of spatial vacuum drainage. Chinese Jounal of Geotechnical Engineering, 24(4), 522–524. (In Chinese).Google Scholar
  11. Liu, J. (2002). A summary of calculation methods for single pile settlement. Journal of Zhuzhou Institute of Technology, 16(1), 71–75. (In Chinese).Google Scholar
  12. Wu, Y., Zhang, M., & Xu, S. (2007). Study on test of high vacuum compact method for reclaimed ground improvement. Port Engineering Technology, 1, 43–46. (In Chinese).Google Scholar
  13. Xu, W., Hu, R., Yue, Z., et al. (2007). Mesostructural character and numerical simulation of mechanical properties of soil-rock mixtures. Chinese Journal of Rock Mechanics and Engineering, 26(2), 300–311. (In Chinese).Google Scholar
  14. Xue, R., & Li, G. (2011). Study of model tests of soft soil foundation by dynamic drainage consolidation. Rock and Soil Mechanics, 32(11), 3242–3248. (In Chinese).Google Scholar
  15. Yang, G. (2008). New computation method for soil foundation settlements. Chinese Journal of Rock Mechanics and Engineering, 27(4), 679–686. (In Chinese).Google Scholar
  16. Yang, Y., Li, G., & Dou, Y., et al. (2010). Present situation and advance problems on the land subsidence caused by groundwater pumping. Geotechnical Investigation and Surveying, 11, 32–37 + 91–93.(In Chinese).Google Scholar
  17. Yang, B., Liu, X., He, X., et al. (2009). Test study on saline soil subgrade salt-frost deformation. Chinese Journal of Underground Space and Engineering, 5(3), 594–603. (In Chinese).Google Scholar
  18. Zhang, W. (2011). Analysis of mining ground deformation based on D-InSAR. GNSS World of China, 3, 62–66. (In Chinese).Google Scholar
  19. Zhang, C., & Chen, X. (1992). Study on the vacuum method of drainage for reclaimed ground. Port and Waterway Engineering, 1, 37–42 + 49. (In Chinese).Google Scholar
  20. Zhang, L., Feng, Y., Zhang, H., et al. (2000). Simulation study on role of water and salt movement of seashore saline soil. Journal of Shandong Agricultural University (Natural Science), 31(4), 381–384. (In Chinese).Google Scholar
  21. Zhang, W., Zhang, B., & Shen, N. (2008). Research on geotechnical engineering characteristics of saline soil and advances. Site Investigation Science and Technology, 3, 7–11. (In Chinese).Google Scholar
  22. Zhao, H., Han, W., & Zhang, Y. (2004). Research on engineering properties of salinized soil in littoral area. Journal of Tianjin Institute of Urban Construction, 10(3), 161–164. (In Chinese).Google Scholar
  23. Zhong, D. (2011). Study on the distribution characteristics of the saline soil and the foundation treatment in Xining area. Journal of Qinghai University (Nature Science), 29(2), 30–33. (In Chinese).Google Scholar
  24. Zhou, Z., Fu, H., & Liu, B., (2007). Tan Hanhua and Long Wanxue. Artificial rainfall tests on a well-instrumented soil-rock-mixture slope. Rock of Soil Mechanics, 28(7), 1391–1396. (In Chinese).Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2013

Authors and Affiliations

  • F. S. Ma
    • 1
    Email author
  • R. L. Hu
    • 1
  • J. H. Xiong
    • 2
  • Q. H. Deng
    • 3
  1. 1.Key laboratory of engineering geomechanicsInstitute of geology and geophysics, Chinese Academy of SciencesBeijingPeople’s Republic of China
  2. 2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of EducationTongji UniversityShanghaiPeople’s Republic of China
  3. 3.Shandong University of Science and TechnologyQingdaoPeople’s Republic of China

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