|
|
|
| ANALYSIS OF PNEUMATIC FRACTURING EFFECT WITH
VACUUM PRESSURE |
| PU Juyi,HAN Wenjun,LIU Songyu,ZHANG Dingwen |
| (School of Transportation,Southeast University,Nanjing,Jiangsu 210096,China) |
|
|
|
|
Abstract A series of model tests are developed to investigate the effect of pneumatic fracturing with or without vacuum pressure. The model test results indicate that pneumatic fractures are concentrated on jet in horizontal direction,and the dissipation of excess pore pressure is divided into fast dissipation stage and slow dissipation stage. The results also show that the number of fractures is decreased with vacuum pressure. The maximum excess pore pressure is increased with air injection pressure,and decreased with vacuum pressure. The fast dissipation stage lasts for 20–30 minutes and dissipation pressure is about 70% of maximum excess pore pressure. The dissipation rate is increased with vacuum pressure. According to the test results,the instantaneous and low- pressure pulse is suggested in the process of vacuum preloading.
|
|
Received: 13 August 2013
|
|
|
|
| [1] 刘松玉,洪振舜,章定文. 气压劈裂真空法预压法加固软土地基操作方法[P]. 中国:ZL200510038644.0,2007–10–3.(LIU Songyu,HONG Zhenshun,ZHANG Dingwen. A combined pneumatic fracturing and vacuum preloading method for soft ground improvement[P]. China:ZL200510038644.0,2007–10–3.(in Chinese))
[2] 刘松玉,韩文君,章定文,等. 劈裂真空法加固软土地基试验研究[J]. 岩土工程学报,2012,34(4):591–599.(LIU Songyu,HAN Wenjun,ZHANG Dingwen,et al. Field pilot tests on combined method of vacuum preloading and pneumatic fracturing for soft ground improvement[J]. Chinese Journal of Geotechnical Engineering,2012,34(4):591–599.(in Chinese))
[3] SHAH N P. Study of pneumatic fracturing to enhance vapor extraction of the vadose zone[Ph. D. Thesis][D]. New Jersey:New Jersey Institute of Technology,1991.
[4] VENKATRAMAN S N,SCHURING J R,BOLAND T M,et al. Application of pneumatic fracturing to enhance in situ biore-mediation[J]. Journal of Soil Contamination,1998,7(2):143–162.
[5] SHEN S L,MIURA N,KOGA H. Interaction mechanism between deep mixing column and surrounding clay during installation[J]. Canadian Geotechnical Journal,2003,40(2):293–307.
[6] LARSSON S,DAHLSTROM M,NILSSON B. Uniformity of lime-cement columns for deep mixing:a field study[J]. Ground Improvement,2005,9(1):1–15.
[7] 章定文,刘松玉,顾沉颖,等. 土体气压劈裂的室内模型试验[J]. 岩土工程学报,2009,31(12):1 925–1 929.(ZHANG Dingwen,LIU Songyu,GU Chenying,et al. Model tests on pneumatic fracturing in soils[J]. Chinese Journal of Geotechnical Engineering,2009,31(12):1 925–1 929.(in Chinese))
[8] 韩文君,刘松玉,章定文. 荷载作用下土体气压劈裂效果试验研究[J]. 岩土力学,2011,32(7):1 951–1 956.(HAN Wenjun,LIU Songyu,ZHANG Dingwen. Experimental study of pneumatic fracturing effect in soil under overburden load[J]. Rock and Soil Mechanics,2011,32(7):1 951–1 956.(in Chinese))
[9] 韩文君. 劈裂真空法加固软土地基理论与工程应用研究[博士学位论文][D]. 南京:东南大学,2012.(HAN Wenjun. Theory study and engineering application on combined method of vacuum preloading and pneumatic fracturing for soft ground[Ph. D. Thesis][D]. Nanjing:Southeast University,2012.(in Chinese)) |
|
|
|