Soil Liquefaction Potential in Different Seismic Zones of Bihar, India

被引:2
|
作者
Thakur, Ishwar Chandra [1 ]
Roy, L. B. [1 ]
机构
[1] Natl Inst Technol Patna, Civil Engn Dept, Patna, Bihar, India
关键词
standard penetration test; cyclic stress ratio; cyclic resistance ratio; soil liquefaction; RESISTANCE; SPT;
D O I
10.48084/etasr.5292
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Liquefaction potential analysis for the liquefiable as well as non-liquefiable soils of Bihar state has been performed in this paper based on the actual field data from three seismic zones, i.e. zone III, zone IV, and zone V. The analysis has been performed following the simplified procedure given in [1] and later modified in [2]. The results show that districts under seismic zone III are comparatively more resistant to liquefaction in most cases, districts of zone IV are relatively more prone to liquefaction up to a few depths, and districts of zone V are most liquefiable. Liquefaction resistance is primarily depending upon the fine content of soil and SPT N-values.
引用
收藏
页码:9471 / 9476
页数:6
相关论文
共 50 条
  • [21] Seismic techniques to evaluate liquefaction potential
    Robertson, Peter K.
    Woeller, David J.
    Kokan, Mat
    Hunter, Jim
    Luternauer, John
    Canadian Geotechnical Conference, 1992, : 1 - 5
  • [22] Delineation of groundwater development potential zones in parts of marginal Ganga Alluvial Plain in South Bihar, Eastern India
    Saha, Dipankar
    Dhar, Y. R.
    Vittala, S. S.
    ENVIRONMENTAL MONITORING AND ASSESSMENT, 2010, 165 (1-4) : 179 - 191
  • [23] Delineation of groundwater development potential zones in parts of marginal Ganga Alluvial Plain in South Bihar, Eastern India
    Dipankar Saha
    Y. R. Dhar
    S. S. Vittala
    Environmental Monitoring and Assessment, 2010, 165 : 179 - 191
  • [24] CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential
    Moss, R. E. S.
    Seed, R. B.
    Kayen, R. E.
    Stewart, J. P.
    Kiureghian, A. Der
    Cetin, K. O.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2006, 132 (08) : 1032 - 1051
  • [25] Evaluation of Seismic Hazard for Northeastern Bihar (India): A Deterministic Approach
    Rasool, Yehya
    Agrawal, Mohit
    Shams, Rashid
    Ghosh, Sayantan
    Singh, Dhiraj Kumar
    INDIAN GEOTECHNICAL JOURNAL, 2024,
  • [26] Probabilistic models for the initiation of seismic soil liquefaction
    Cetin, KO
    Kiureghian, AD
    Seed, RB
    STRUCTURAL SAFETY, 2002, 24 (01) : 67 - 82
  • [27] Seismic performance of desaturated soil as a liquefaction countermeasure
    Okamura, M.
    Teraoka, T.
    PHYSICAL MODELLING IN GEOTECHNICS - 6TH ICPMG '06, VOL 1, 2006, : 469 - +
  • [28] ISOLATION OF KERATINOPHILIC FUNGI FROM SOIL IN BIHAR (INDIA)
    VERMA, TN
    SINHA, BK
    DAS, UL
    MYKOSEN, 1982, 25 (08): : 449 - 452
  • [29] Climatological analysis to determine air pollution potential for different zones in India
    Nath, S
    Patil, RS
    AIR POLLUTION VIII, 2000, 8 : 483 - 492
  • [30] Seismic study and spatial observations of a & b - values for the different earthquake hazard zones of India
    Somasundaram, Narayanakumar
    Somata, Surendra Nadh
    Rodina, Svetlana
    Rogozhin, Evgenii
    IRANIAN JOURNAL OF EARTH SCIENCES, 2020, 12 (04): : 225 - 239