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 | |
- 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]
- 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. [CrossRef] [Google Scholar]
- 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. [CrossRef] [Google Scholar]
- 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). [CrossRef] [Google Scholar]
- Fioravante, V., 2011. Load transfer from a raft to a pile with an interposed layer. Géotechnique, 61(2), pp.121–132. [CrossRef] [Google Scholar]
- 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]
- 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]
- 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]
- 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]
- 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]
- ASTM, D., 2000. 4253. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. ASTM International. [Google Scholar]
- EX, L. and INNO, N., International Journal of Engineering and Advanced Technology… [Google Scholar]
- 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]
- 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. [CrossRef] [Google Scholar]
- 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. [CrossRef] [Google Scholar]
- 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]
- Fellenius, B., 2017. Basics of foundation design. Lulu.com. [Google Scholar]
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