Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands

Author:

Li Guo-Yao1,Mo Pin-Qiang2ORCID,Lu Zhao3,Yuan Ran4ORCID,Yang He5,Yu Hai-Sui6

Affiliation:

1. Postgraduate Student, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou, Jiangsu 221116, China.

2. Associate Professor, State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou, Jiangsu 221116, China; Shenzhen Research Institute, China Univ. of Mining and Technology, Room B401, Virtual University, Nankeyuan Ave., Shenzhen, Guangdong 518057, China (corresponding author). ORCID: .

3. Associate Researcher, HKUST Shenzhen-Hong Kong Collaborative Innovation Research Institute, Shenzhen 518048, China; Associate Researcher, Research and Development Center, Shenzhen Foundation Engineering Co. LTD, No. 3, Zhuzilin Zizhu Six Rd., Shenzhen 518040, China.

4. Associate Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 611756, China. ORCID: .

5. Ph.D. Candidate, School of Civil Engineering, Faculty of Engineering, Univ. of Leeds, Leeds LS2 9JT, UK.

6. Professor, School of Civil Engineering, Faculty of Engineering, Univ. of Leeds, Leeds LS2 9JT, UK.

Publisher

American Society of Civil Engineers (ASCE)

Reference85 articles.

1. Chamber studies of the effects of pressuremeter geometry on test results in sand

2. Ajalloeian R. H. S. Yu and M. A. Allman. 1996. “Physical and mechanical properties of Stockton Beach sand.” In Proc. 7th Australia New Zealand Conf. Geomechanics Change World Conf. edited by M. B. Jaksa W. S. Kaggwa and D. A. Cameron 60–65. Barton ACT Australia: Institution of Engineers.

3. Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles

4. Bagbag A. A. J. P. Doherty and B. M. Lehane. 2016. “Stress-strain response of fine silica sand using a miniature pressuremeter.” In Proc. 5th Int. Conf. Geotech Geophysics Site Characterisation ISC 2016 749–754. The Gap QLD Australia: Australian Geomechanics Society.

5. A state parameter for sands

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