Volume 40 Issue 5
Oct.  2026
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LIU Zhanlong, LIU Bo, CHU Hui, SU Chao. Construction technique and bearing performance of bored pile in karst areas: a review[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(5): 645-656. doi: 10.20265/j.cnki.issn.1007-2993.2025-0277
Citation: LIU Zhanlong, LIU Bo, CHU Hui, SU Chao. Construction technique and bearing performance of bored pile in karst areas: a review[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(5): 645-656. doi: 10.20265/j.cnki.issn.1007-2993.2025-0277
shu

Construction technique and bearing performance of bored pile in karst areas: a review

doi: 10.20265/j.cnki.issn.1007-2993.2025-0277
  • 1.

    CCCC Third Highway Engineering Co., Ltd., Beijing 100000, China

  • 2.

    College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, Jiangsu, China

  • 3.

    Jiangsu Urban Underground Space Development & Utilization and Safety Protection Engineering Research Center, Nanjing 210041, Jiangsu, China

  • Received Date: 2025-06-21
  • Accepted Date: 2025-11-11
  • Rev Recd Date: 2025-09-12
    • Available Online: 2026-10-08
  • Publish Date: 2026-10-08
    Abstract
  • Bored piles have been widely applied in foundation engineering in karst areas due to their advantages of broad applicability, high bearing capacity, and relatively convenient construction. However, the complex geological environment in karst regions—characterized by karst caves, dissolution fractures, and uneven bedrock surfaces—significantly affects the construction quality and bearing performance of bored piles. Based on a systematic review of domestic and international literature and combined with the practical engineering conditions in karst areas, this paper comprehensively analyzes and reviews the geomorphological characteristics of karst landforms, bored pile construction techniques, construction quality control methods, and bearing capacity prediction and evaluation technologies. Furthermore, the future development trends of bored pile engineering in karst areas are discussed, aiming to provide valuable references and insights for pile foundation engineering in similar geological conditions.

     

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