The reinforcement analysis of soft ground treated by thermal consolidation vacuum preloading

被引:15
|
作者
Feng, Shuangxi [1 ,2 ]
Lei, Huayang [1 ,2 ,3 ]
Wang, Lei [1 ]
Hao, Qi [1 ]
机构
[1] Tianjin Univ, Dept Civil Engn, Tianjin 300354, Peoples R China
[2] Tianjin Univ, Key Lab Earthquake Engn Simulat & Seism Resilienc, China Earthquake Adm, Tianjin 300350, Peoples R China
[3] Tianjin Univ, Key Lab Coast Civil Struct Safety, Minist Educ, Tianjin 300354, Peoples R China
基金
中国国家自然科学基金;
关键词
Vacuum preloading; Soft ground; Reinforcement effect; Thermal consolidation; BEHAVIOR; CLAY; ELCTROOSMOSIS; TEMPERATURE; SOIL; PVD;
D O I
10.1016/j.trgeo.2021.100672
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Vacuum preloading technology can effectively reinforce the soft ground in coastal areas of China, which provides support for the safe construction and normal operation of transportation engineering. However, the conventional vacuum preloading technology has the limitations of ground reinforcement due to the clogging of the prefabricated vertical drain (PVD). This paper was based on the fact that elevated temperature could improve soil permeability and shear strength. Thermal consolidation vacuum preloading technology was proposed to analyze the ground reinforcement effect. To understand the reinforcement effect, the model experimental case of thermal consolidation vacuum preloading was designed to compare and analyze the temperature distribution, the development of water discharge, surface settlement, average consolidation degree, pore water pressure, water content and undrained shear strength at 25 degrees C, 50 degrees C and 70 degrees C in the laboratory-scale investigation. The research results presented that thermal consolidation vacuum preloading technology could significantly improve water discharge, surface settlement, average consolidation degree, undrained shear strength and reduce pore water pressure, water content, which illustrated that this technology was capable of significantly improving the effectiveness of soft ground. The research results could provide a reference for the soft ground treated by novel vacuum preloading technology to accumulate data.
引用
收藏
页数:8
相关论文
共 50 条
  • [1] Solutions for settlement and consolidation of soft ground with vacuum preloading
    Zhang Yi-ping
    Yan Lu
    Yu Ya-nan
    Liu Wei-chao
    ROCK AND SOIL MECHANICS, 2011, 32 : 149 - 154
  • [2] Solutions for settlement and consolidation of soft ground with vacuum preloading
    Zhang, Yi-Ping
    Yan, Lu
    Yu, Ya-Nan
    Liu, Wei-Chao
    Yantu Lixue/Rock and Soil Mechanics, 2011, 32 (SUPPL. 1): : 149 - 154
  • [3] Analysis of the consolidation effect of ultra-soft ground via vacuum preloading
    Xu, B.
    Noda, T.
    Yamada, S.
    CIVIL ENGINEERING AND URBAN PLANNING III, 2014, : 63 - 67
  • [4] Ground behavior during the consolidation by vacuum preloading of soft clay layer
    Matsumoto, K
    Nakakuma, K
    Shima, H
    Ichikawa, H
    Imai, G
    COASTAL GEOTECHNICAL ENGINEERING IN PRACTICE, VOL 1, 2000, : 471 - 476
  • [5] Modelling of soft ground consolidation via combined surcharge and vacuum preloading
    Indraratna, B.
    Rujikiatkamjorn, C.
    Ghandeharioon, A.
    GEOTECHNICS OF SOFT SOILS: FOCUS ON GROUND IMPROVEMENT, 2009, : 43 - +
  • [6] Reinforcement of vacuum preloading with air pressure boosted for soft ground treatment
    School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
    不详
    不详
    Jilin Daxue Xuebao (Diqiu Kexue Ban), 2012, 3 (792-797):
  • [7] Consolidation analysis and effect analysis in the treatment of soft foundation by vacuum preloading
    Fan, Ling
    Chen, Shaofan
    6TH INTERNATIONAL CONFERENCE ON ADVANCES IN ENERGY RESOURCES AND ENVIRONMENT ENGINEERING, 2021, 647
  • [8] Analysis on deformation mechanism of soft soil reinforcement by vacuum preloading
    Hu Li-wen
    Liu Zhi-jun
    ROCK AND SOIL MECHANICS, 2021, 42 (03) : 790 - +
  • [9] Effect of Variable Permeability Coefficient on Consolidation of Ultra-soft Ground under Vacuum Preloading
    Xu, Binbin
    Liang, Aihua
    Li, Mingying
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV, 2014, 580-583 : 56 - +
  • [10] Consolidation Analysis of Soft Soil by Vacuum Preloading Considering Groundwater Table Change
    Xu, Yan
    Ye, Guan-Bao
    Zhang, Zhen
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: GROUND IMPROVEMENT AND GEOSYNTHETICS, 2018, : 30 - 40