Treatment of collapsible loess foundation

被引：2
|
作者：
Zhu, Guang-xing [1 ]
Han, Yan [2 ]
机构：
[1] Baicheng Normal Univ, Sch Civil Engn, Jilin 137000, Jilin, Peoples R China
[2] Taishan Polytech, Taishan 271000, Shandong, Peoples R China
来源：
2018 INTERNATIONAL CONFERENCE ON CIVIL, ARCHITECTURE AND DISASTER PREVENTION | 2019年 / 218卷
关键词：
D O I：
10.1088/1755-1315/218/1/012006
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Loess is a special scholar soil accumulated and formed in the arid and semiarid conditions of Quaternary. Its hydraulic properties are collapsibility caused by water invasion, easy to disintegrate when it meets water, easy to be carried away by soil particles under the action of flowing water, forming landform phenomena such as collapse and gully. Such diseases as subsidence, collapse and erosion occur frequently for subgrade in collapsible loess area when it is scoured by water immersion. It is a difficult challenge for subgrade engineering to meet the very strict post construction settlement requirements of high speed railways in the process of high-speed rail construction. This paper combines experimental research and engineering examples. For the difficulties encountered in the treatment of collapsible loess foundation, a systematic and comprehensive analysis is made to deal with the measures. The application is introduced from design plan of construction technology, construction quality control and so on. It can provide reference for similar engineering problems in the future highspeed rail construction.
引用
收藏
页数：6
相关论文
共 50 条
  • [11] INVESTIGATION ON MULTI-TYPE-PILE COMPOSITE FOUNDATION TECHNIQUE APPLIED TO FOUNDATION TREATMENT OF COLLAPSIBLE LOESS
    Wang, Z-L.
    Deng, Y.
    Fu, S-F
    RECENT DEVELOPMENTS OF GEOTECHNICAL ENGINEERING, 2010, : 589 - 593
  • [12] New Research on Chemical Solidification of Collapsible Loess Foundation
    Wang, Yinmei
    Li, Cheng
    Teng, Fei
    Gao, Licheng
    ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 2466 - 2471
  • [13] Analyzing Causing and Method Dealing with the Collapsible Loess Foundation
    Peng Yaxuan
    PROCEEDINGS OF THE 2011 INTERNATIONAL CONFERENCE ON INFORMATICS, CYBERNETICS, AND COMPUTER ENGINEERING (ICCE2011), VOL 3: COMPUTER NETWORKS AND ELECTRONIC ENGINEERING, 2011, 112 : 549 - 554
  • [14] Method for calculating collapsible compressive stress of loess tunnel foundation
    Fan, Wen
    Shao, Sheng-Jun
    Yang, Chun-Ming
    Shao, Shuai
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2015, 37 : 80 - 85
  • [15] A field experimental study of compaction piles in collapsible loess foundation
    Mi, Hai-Zhen
    Yang, Peng
    Yantu Lixue/Rock and Soil Mechanics, 2012, 33 (07): : 1951 - 1956
  • [16] A field experimental study of compaction piles in collapsible loess foundation
    Mi Hai-zhen
    Yang Peng
    ROCK AND SOIL MECHANICS, 2012, 33 (07) : 1951 - +
  • [17] Practice Research on Wet-Collapsible Loess Foundation Treatment by High Energy Dynamic Compaction
    Li Qian
    Tang Chuan
    Fu Le
    Cao Xiaoming
    Chen Peizhen
    Wang Gao
    Yang Qiang
    Xiong Ying
    Ma Yun
    Wang Bin
    Li Damao
    Jiang Yu
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 635 - 639
  • [18] Study on techniques for collapsible loess foundation treatment of Zhengzhou-Xi'an Passenger Dedicated Line
    Yao, Y.-C., 1600, Editorial Department of Journal of Railway Engineering Society, China (30):
  • [19] Statistical Analysis of Deformation Laws of Deep Foundation Pits in Collapsible Loess
    Yuan Mei
    Ya-Li Li
    Xue-Yan Wang
    Juan Wang
    Chang-Ming Hu
    Arabian Journal for Science and Engineering, 2019, 44 : 8347 - 8360
  • [20] PROBLEMS ON NEGATIVE FRICTION OF PILE FOUNDATION IN COLLAPSIBLE LOESS REGION.
    He Yihua
    Min Liantai
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 1982, 3 (06): : 69 - 77
12345