[1] 娄炎.真空排水预压法加固软土技术[M].北京:人民交通出版社,2002.
LOU Yan. Reinforcement Technology for Soft Soil by Vacuum Preloading Method [M].Beijing:China Communications Press,
2002.
[2] 彭劼.真空-堆载联合预压法加固机理与计算理论研究[D].南京:河海大学,2003.
PENG Jie. Study on Improveent Mechanism and Computation Theory of Vacuum Combined Surcharge Preloading[D].Nanjing: Hohai
University,2003.
[3] 彭劼.真空-堆载联合预压法现场试验研究及机理探索[J].江苏科技大学学报(自然科学版),2006,20(1):20-26.
PENG Jie. Field experiment and improvement principle of vacuum combined surcharge preloading method[J].Journal of
Jiangsu University of Science and Technology (Natural Science Edition),2006,20(1):20-26.
[4] 王海建,杨建贵,曹健勇,等.无砂垫层真空预压联合水袋堆载法加固超软地基应用研究[J].重庆交通大学学报(自然科学
版),2018,37(1):66-71.
WANG Haijian, YANG Jiangui, CAO Jianyong, et al. Improvement of ultra soft soil by vacuum preloading combined with water
bag method of sand free cushion[J].Journal of Chongqing Jiaotong University(Natural Science),2018,37(1):66-71.
[5] 赵森,曾芳金,王军,等.絮凝-真空预压加固吹填淤泥试验研究[J].岩石力学与工程学报,2016,35(6):1291-1296.
ZHAO Sen, ZENG Fangjin, WANG Jun, et al. Experimental study of flocculation combined with vacuum preloading to reinforce
silt foundation[J].Chinese Journal of Rock Mechanics and Engineering, 2016,35(6):1291-1296.
[6] 张泽鹏,李约俊,冯淦清,等.塑料排水板在真空预压加固软基中的作用[J].广州大学学报(自然科学版),2002,1(2):68-71.
ZHANG Zepeng, LI Yuejun, FENG Ganqing, et al. The effect of plastic drain board in atmospheric pressure soft-base
reinforcement [J].Journal of Guangzhou University (Natural Science Edition),2002,1(2):68-71.
[7] 唐彤芝,董江平,黄家青,等.薄砂层长短板结合真空预压法处理吹填淤泥土试验研究[J].岩土工程学报,2012,34(5):899-905.
TANG Tongzhi, DONG Jiangping, HUANG Jiaqing, et al. Experimental research on hydraulic filled mud consolidated by vacuum
preloading method combining long and short boards with thin sand cushions[J].Chinese Journal of Geotechnical
Engineering, 2012,34(5):899-905.
[8] 朱群峰,高长胜,杨守华,等.超软淤泥地基处理中真空度传递特性研究[J].岩土工程学报,2010,32(9):1429-1433.
Zhu Qunfeng, Gao Changsheng, Yang Shouhua, et al. Transfer properties of vacuum degree in treatment of super-soft muck
foundation[J].Chinese Journal of Geotechnical Engineering,2010,32(9):1429-1433.
[9] 蒋基安,陈海英,陈越,等.排水板真空度损耗的排水固结解析解[J].岩土工程学报,2016,38(3):404-418.
JIANG Jian, CHEN Haiying, CHEN Yue, et al. Analytical solutions to drainage consolidation considering vacuum loss in
prefabricated vertical drain[J].Chinese Journal of Geotechnical Engineering,2016, 38(3):404-418.
[10] 胡铀,诸葛爱军,陈智军.塑料排水板内部真空压力的现场测试[J].中国港湾建设,2012,40(3):45-48.
HU You, ZHUGE Aijun, CHEN Zhijun. Field monitoring test of vacuum pressure in prefabricated vertical drains[J].China
Harbour Engineering,2012, 40(3):45-48.
[11] 张文彬,谢锦波,王贤奔,等.真空预压加固吹填流泥强度增长规律试验研究[J].水运工程,2016(8):151-157.
ZHANG Wenbin, XIE Jinbo,WANG Xianben,et al.Experimental study on strength increasing rule of hydraulic fill mud
consolidated by vacuum preloading[J]. Port & Waterway Engineering, 2016(8):151-157.
[12] 张功新,莫海鸿,董志良,等.真空预压中真空度与孔隙水压力的关系分析[J].岩土力学,2005,26(12):1949-1952.
ZHANG Gongxin, MO Haihong, DONG Zhiliang, et al. Analysis of relationship between vacuity and pore-water pressure in
vacuum preloading[J].Rock and Soil Mechanics,2005,26(12): 1949-1952.
[13] 娄炎,何宁.地基处理监测技术[M].北京:中国建筑工业出版社,2015.
LOU Yan,HE Ning. Treatment and Monitoring Technology of Soil Foundation[M].Beijing: China Architecture & Building
Press, 2015. |