Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tip
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Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tip
Vol. 30, Issue 9, (2009)
作者机构:
1. 上海海事大学 海洋环境与工程学院,上海,201306
2. 同济大学 土木工程学院地下系,上海,200092
3. 南京理工大学 土木工程系,南京,210094
作者简介:
基金信息:
DOI:
CLC:TU473.1+1
Online First:24 March 2010,
Published:2009
稿件说明:
移动端阅览
JIANG Jian-ping, GAO Guang-yun, ZHANG Yang-song. Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tip[J]. 2009, 30(9).
DOI:
JIANG Jian-ping, GAO Guang-yun, ZHANG Yang-song. Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tip[J]. 2009, 30(9).DOI:
Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tip
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology