Weijiang Xu

ORCID: 0000-0003-1833-9013
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About
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Research Areas
  • Geotechnical Engineering and Analysis
  • Tunneling and Rock Mechanics
  • Geotechnical Engineering and Soil Stabilization
  • Geotechnical Engineering and Soil Mechanics
  • Grouting, Rheology, and Soil Mechanics

Chang'an University
2021

Pile composite foundation can make good use of the bearing capacity soil and pile, which is widely used in Chinese northwest loess area. However, theory pile far from sufficient, hindering its long‐term development. Aiming at this problem, a laboratory model test area was conducted to explore common working mechanism variations each stage. Besides, settlement single calculated by using modified tangent modulus method, result compared with experimental data. The main results paper are as...

10.1155/2021/6658726 article EN cc-by Advances in Civil Engineering 2021-01-01
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