Soil nail walls in residual soils

被引:0
|
作者
Khalil, M [1 ]
Rhodes, M [1 ]
Daly, J [1 ]
Ferris, J [1 ]
机构
[1] Golder Associates Inc, Atlanta, GA 30341 USA
来源
SOIL IMPROVEMENT FOR BIG DIGS | 1998年 / 81期
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Construction of the Sandy Springs Subway Station of the Metropolitan Atlanta Rapid Transit Authority's (MARTA) North Line required temporary excavation support. The Station excavation was to be approximately 245 meters (880 feet) in length and varied from 15 to 46 meters (50 to 150 feet) in width, Excavation depths of up to 20 meters (70 feet) were required. Traditional construction practices in Atlanta would dictate that a soldier pile and lagging system be employed, Right-of-way easement limitations prohibited the use of the lengthy tiebacks, as required for a soldier pile and lagging system. An internally braced excavation was not considered feasible because of the width and depth requirements of the excavation. MARTA's design team elected to utilize a soil nail wall for temporary excavation support of the approximately 8300 square meter (89,000 square foot) excavation face. To date, this wall represents the largest and deepest known soil nail wall constructed in the Southeastern United States and represents a successful application of the soil nail technique in the Piedmont Physiographic Province.
引用
收藏
页码:214 / 225
页数:12
相关论文
共 50 条
  • [31] Nonlinear dynamic analysis of soil nail walls considering different modeling approaches
    Bayat, Mahdi
    Kosarieh, Amir Homayoon
    Javanmard, Mehran
    STEEL AND COMPOSITE STRUCTURES, 2021, 39 (06): : 737 - 750
  • [32] Reliability Analysis of Soil Nail Walls against External Failures in Layered Ground
    Lin, Peiyuan
    Liu, Jinyuan
    Yuan, Xian-Xun
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2017, 143 (01)
  • [33] A new soil nailing (panel and nail) technology in the perspective of various soils
    Pokharel, G
    Ochiai, T
    PROBLEMATIC SOILS, VOL 1, 1998, : 711 - 714
  • [34] A critical reappraisal of residual soils as compacted soil liners
    Endene Emmanuel
    Vivi Anggraini
    S. S. R. Gidigasu
    SN Applied Sciences, 2019, 1
  • [35] A critical reappraisal of residual soils as compacted soil liners
    Emmanuel, Endene
    Anggraini, Vivi
    Gidigasu, S. S. R.
    SN APPLIED SCIENCES, 2019, 1 (05):
  • [36] Use of novel materials for reinforced soil walls on weak soils
    Jayasree, Parameswaran K.
    Ansar, Musthafakunju
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CONSTRUCTION MATERIALS, 2012, 165 (06) : 345 - 353
  • [37] Probabilistic Analysis of the Internal Stability of Soil Nail Walls using Monte Carlo simulations
    Daffas, Zisis A.
    Zevgolis, Ioannis E.
    INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2017), 2018, 1978
  • [38] Development of models for facing tensile forces of soil nail walls using statistical approaches
    Lin, Peiyuan
    Chen, Xianying
    Jiang, Mingjie
    Xu, Meijuan
    Mei, Guoxiong
    GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2022, 16 (04) : 710 - 727
  • [39] Analysis of resistance factors for LFRD of soil nail walls against external stability failures
    Peiyuan Lin
    Jinyuan Liu
    Acta Geotechnica, 2017, 12 : 157 - 169
  • [40] Landslide stabilization using soil nail and mechanically stabilized earth walls: case study
    Turner, JP
    Jensen, WG
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2005, 131 (02) : 141 - 150