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    Novel Method for Adjusting Pile–Soil Settlement in a Composite Foundation with End-Bearing Piles 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002:;page 04025330-1
    Author(s): Li, Yonghua; Zhou, Qian; Zhao, Weijian; Li, Zhao
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In the southern karst areas of China, the overlying soil layer is generally silty clay and fully (strongly) weathered rock, with a thickness of about 10–15 m. The characteristic value of the bearing capacity of ...
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