Author:
Peng Yu,Liu Hanlong,Li Chi,Ding Xuanming,Deng Xin,Wang Chunyan
Funder
Fundamental Research Funds for the Central Universities
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference55 articles.
1. Alba JL, Audibert JME (1999) Pile design in calcareous and carbonaceous granular materials. In: Proceedings of 2nd international conference on engineering for calcareous sediments, Bahrain, pp 29–43
2. Altuhafi F, Jardine RJ (2011) Effect of particle breakage and strain path reversal on the properties of sands located near to driven piles. In: Proceedings of 5th international symposium on deformation characteristics of geomaterials, Seoul, pp 388–395.
3. Altuhafi F, O’Sullivan C, Cavarretta I (2013) Analysis of an image-based method to quantify the size and shape of sand particles. J Geotech Geoenviron 139(8):1290–1307. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000855
4. Altuhafi F, Jardine RJ, Georgiannou VN, Moinet W (2018) Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles. Geotechnique 68(6):546–555
5. ASTM D (1994) Standard test method for specific gravity of soil solids by gas pycnometer. Annu Book standards 4:376–379
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