0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Simulated Radial Expansion and Heave Caused by Compaction Grouting in Noncohesive Soils

Author(s): (Professor, Tianjin Key Laboratory of Soft Soil and Engineering Environment, Tianjin Institute of Urban Construction, Tianjin 300384, China (corresponding author).)
(Graduate Research Assistant, Tianjin Institute of Urban Construction, Tianjin 300384, China.)
(Graduate Research Assistant, Tianjin Institute of Urban Construction, Tianjin 300384, China.)
(Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 4, v. 15
Page(s): 04014069
DOI: 10.1061/(asce)gm.1943-5622.0000333
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)gm.1943-5622.0000333.
  • About this
    data sheet
  • Reference-ID
    10605109
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine