EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 318 (2021) E3S Web Conf., 318 (2021) 01017 References
Open Access
Issue
E3S Web Conf.
Volume 318, 2021
Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)
Article Number 01017
Number of page(s) 10
Section Developments in Geotechnical Engineering
DOI https://doi.org/10.1051/e3sconf/202131801017
Published online 08 November 2021
  1. Burland, J.B., Broms, B.B. and De Mello, V.F., 1978. Behaviour of foundations and structures. International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Japan. [Google Scholar]
  2. Wong, I.H., Chang, M.F. and Cao, X.D., 2000. Raft foundations with disconnected settlement-reducing piles. In Design applications of raft foundations (pp. 469–486). Thomas Telford Publishing. [Google Scholar]
  3. Cao, X.D., Wong, I.H. and Chang, M.F., 2004. Behavior of model rafts resting on pile-reinforced sand. Journal of Geotechnical and Geoenvironmental engineering, 130(2), pp.129–138. [Google Scholar]
  4. Liang, F., Li, J. and Chen, L., 2006. Optimization of composite piled raft foundation with varied rigidity of cushion. In Foundation analysis and design: innovative methods (pp. 29–34). [Google Scholar]
  5. Fioravante, V., 2011. Load transfer from a raft to a pile with an interposed layer. Géotechnique, 61(2), pp.121–132. [Google Scholar]
  6. Eslami, A. and Malekshah, S.S., 2011. Analysis of non-connected piled raft foundations (NCPRF) with cushion by finite element method. Computational Methods in Civil Engineering, 2(2). [Google Scholar]
  7. Sharma, V.J., Vasanvala, S.A. and Solanki, C.H., 2012. Effect of cushion on composite piled raft foundation in layered soil under seismic forces. International Journal of Scientific Engineering and Technology, 1(6), pp.314–322. [Google Scholar]
  8. ASTM D 4318-93, 1994. Standard test method for liquid limit, plastic limit and plasticity index of soils. American Society of Testing Materials, USA. [Google Scholar]
  9. ASTM Committee D-18 on Soil and Rock, 2010. Standard test methods for specific gravity of soil solids by water pycnometer. ASTM international. [Google Scholar]
  10. ASTM Committee D-18 on Soil and Rock, 2007. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 Ft-lbf/ft3 (600 KN-m/m3)) 1. ASTM international. [Google Scholar]
  11. ASTM, D., 2000. 4253. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. ASTM International. [Google Scholar]
  12. EX, L. and INNO, N., International Journal of Engineering and Advanced Technology… [Google Scholar]
  13. Gade, V.K., Dasaka, S.M. and Chauhan, V.B., 2014. Calibration of tactile pressure sensor. In Proceedings of Indian geotechnical conference, Kakinada, India (pp. 272–279). [Google Scholar]
  14. Bush, D.I., Jenner, C.G. and Bassett, R.H., 1990. The design and construction of geocell foundation mattresses supporting embankments over soft grounds. Geotextiles and Geomembranes, 9(1), pp.83–98. [Google Scholar]
  15. Dash, S.K., Krishnaswamy, N.R. and Rajagopal, K., 2001. Bearing capacity of strip footings supported on geocell-reinforced sand. Geotextiles and Geomembranes, 19(4), pp.235–256. [Google Scholar]
  16. ASTM, D., 2003. 1194-94: Standard Test Method for Bearing Capacity of Soil for Static Load and Spread Footings. ASTM International, West Conshohocken. [Google Scholar]
  17. Fellenius, B., 2017. Basics of foundation design. Lulu.com. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.