A field trial of horizontal jet grouting using the composite-pipe method in the soft deposits of Shanghai

Tunnelling and Underground Space Technology

Volumn 35, Issue , 2013, Pages 142-151

  Shen, Shui Long ^a   Wang, Zhi Feng ^b   Sun, Wen Juan ^c   Wang, Lin Bing ^c   Horpibulsuk, Suksun ^d  

^a Shanghai Jiao Tong University   (China)

^b SHANGHAI JIAO TONG UNIVERSITY   (China)

^c State University   (United States)

^d SURANAREE UNIVERSITY OF TECHNOLOGY   (Thailand)

Author keywords

Diameter; Field trial; Ground heave; Horizontal jet grouting; Strength

Indexed keywords

DIAMETER; FIELD TRIAL; GROUND HEAVE; HORIZONTAL JET; STRENGTH;

COMPRESSIVE STRENGTH; CONCRETE CONSTRUCTION; CONSTRUCTION EQUIPMENT; MORTAR; PILES; SURFACE MEASUREMENT;

GROUTING;

CONSTRUCTION METHOD; GROUND CONDITIONS; GROUTING; HEAVE; JET FLOW; PILE GROUP; SOFT SOIL; SOIL-STRUCTURE INTERACTION;

CHINA; SHANGHAI;

EID: 84873890126     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2013.01.003     Document Type: Article

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