Measurement and analysis of vacuity under vacuum preloading

Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science)

Volumn 33, Issue 10, 2005, Pages 57-61

  Zhang, Gong Xin ^a   Dong, Zhi Liang ^b   Mo, Hai Hong ^a   Zhao, Jian Guo ^c  

^a SOUTH CHINA UNIVERSITY OF TECHNOLOGY   (China)

^b Guangzhou Sihang Institute of Engineering Technology   (China)

^c Guangzhou Geotechnical Investigation Institute of Building Material   (China)

Author keywords

Negative pressure; Pore water pressure; Pore water pressure difference; Vacuity; Vacuum preloading

Indexed keywords

APPLICATIONS; GASES; GROUNDWATER; HYDROSTATIC PRESSURE; LIQUIDS; LOADING; MEASUREMENTS; MEMBRANES; MONITORING;

NEGATIVE PRESSURE; PORE WATER PRESSURE DIFFERENCE; VACUITY; VACUUM PRELOADING;

VACUUM TECHNOLOGY;

EID: 30044444994     PISSN: 1000565X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. Cen Yang-run, Yu Jian-lin, Gong Xiao-nan. Field test and analysis of vacuum pressure in vacuum drainage preloading [J]. Chinese Journal of Rock and Soil Mechanics, 2003, 24(4): 603-605.
2. Chen Huan, Bao Xiu-qing. Consolidation effective stresses in soil under the negative pressure condition [J]. Chinese Journal of Geotechnical Engineering, 1984, 6(5): 39-47.
3. Wu Yue-dong, Yu Xiang-juan, Yin Zong-ze. Analysis of soft foundation in considering rheologic behavior and damage under the negative pressure condition by FEM [J]. Chinese Journal of Rock and Soil Mechanics, 2002, 23(2): 137-141.
4. Wang Ye-rong, Xia Xu-yang. A method for determining the degree of vacuum in ground [J]. Chinese Journal of Port and Waterway Engineering, 2003(8): 15-17.