Applicability Verification of New Prefabricated Support Materials in Soft Soil Areas

被引:0
|
作者
Cai, F. [1 ]
Liu, Y. [2 ]
Ni, D. Y. [1 ]
Lu, S. L. [1 ]
机构
[1] Wenzhou Polytech, Sch Civil Engn & Architecture, Wenzhou, Zhejiang, Peoples R China
[2] Zhejiang Nat Engn Explorat Co Ltd, Wenzhou, Zhejiang, Peoples R China
关键词
foundation pit support; prefabricated support; 488SU EP; soft soil;
D O I
10.1007/s11223-024-00715-8
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This study investigates a new support material used in the prefabricated steel continuous wall named 488SU. It uses the 488x300x11x18 type steel material and U-shaped Larsen steel sheet piles to form a continuous wall technology for the vertical support body of foundation pits through special connection grooves and mechanical arm construction. Unlike the HUW and the PC engineering piles (EPs), it uses a lighter, more convenient section steel material 488x300x11x18 as the main load-bearing component. This study used theoretical calculations and 3D numerical simulations to compare the available supporting systems commonly used for bored piles, including PC EP, SMW EP, etc. Finally, the on-site test of a typical engineering project in deep and soft soil in Wenzhou, China, proved that the applied 488SU EP met use requirements on single-layer basement foundation pit support in soft soil areas, providing a cost-effective and reliable implementation of the proposed engineering solution. These findings are instrumental in assessing the applicability of various prefabricated pit support materials in soft soil areas' foundations.
引用
收藏
页码:1062 / 1070
页数:9
相关论文
共 50 条
  • [21] NEW SOFT LINING MATERIALS
    PARKER, S
    BRADEN, M
    JOURNAL OF DENTISTRY, 1982, 10 (02) : 149 - 153
  • [22] Applicability of Landsat TM Images to Detect Soil Salinity of Coastal Areas in Bangladesh
    Ferdous, Jannatul
    Rahman, M. Tauhid Ur
    ADVANCES IN REMOTE SENSING AND GEO INFORMATICS APPLICATIONS, 2019, : 219 - 221
  • [23] Vibration effect of metro operation on buildings along Tianjin Binhai New Area in soft soil areas
    Ma X.-L.
    Ba Z.-N.
    Gao Y.-H.
    Tian Q.-H.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 : 177 - 180
  • [24] Applicability Study on High Damping Rubber Bearing for Highway Bridge in Soft Soil
    Zhao, Guohui
    Zhang, Xin
    Zhang, Wenhua
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 3837 - 3840
  • [25] Performance Evaluation of an Embankment on Soft Soil Improved by Deep Mixed Columns and Prefabricated Vertical Drains
    Ye, Guan-Bao
    Zhang, Zhen
    Han, Jie
    Xing, Hao-Feng
    Huang, Mao-Song
    Xiang, Pei-Lin
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2013, 27 (05) : 614 - 623
  • [26] Uncertainty Analysis in Prediction of Settlements for Spatial Prefabricated Vertical Drains Improved Soft Soil Sites
    Muhammed, Jemal Jibril
    Jayawickrama, Priyantha W.
    Ekwaro-Osire, Stephen
    GEOSCIENCES, 2020, 10 (02)
  • [27] Analysis of soft soil consolidation with the application of prefabricated vertical drains with preloading method using FEM
    Gdańsk University of Technology, Menard Polska Sp. z o.o., Warszawa, Poland
    Arch Civ Eng, 1600, 1 (17-25):
  • [28] Experimental verification of the applicability of a new method for improving polarizing neutron coatings
    N. K. Pleshanov
    A. P. Bulkin
    V. G. Syromyatnikov
    Physics of the Solid State, 2010, 52 : 1018 - 1020
  • [29] Comparative analysis of soft soil consolidation time due to improvement using Prefabricated Vertical Drain
    Zhafirah, A.
    Permana, S.
    Daris, M.
    Yogawsara, D.
    5TH ANNUAL APPLIED SCIENCE AND ENGINEERING CONFERENCE (AASEC 2020), 2021, 1098
  • [30] Experimental verification of the applicability of a new method for improving polarizing neutron coatings
    Pleshanov, N. K.
    Bulkin, A. P.
    Syromyatnikov, V. G.
    PHYSICS OF THE SOLID STATE, 2010, 52 (05) : 1018 - 1020