Properties of soil-cement stabilised with deep mixing method

Ground Improvement

Volumn 5, Issue 2, 2001, Pages 69-74

  Fang, Y S ^a   Chung, Y T ^b   Yu, F J ^a   Chen, T J ^a  

^a NATIONAL CHIAO TUNG UNIVERSITY   (Taiwan)

^b CTCI CORPORATION   (Taiwan)

Author keywords

Case study; Deep soil mixing; Testing

Indexed keywords

BEARING CAPACITY; CEMENT; COMPRESSIBILITY; DEEP MIXING METHOD; GROUND IMPROVEMENT; SHEAR MODULUS; SOIL STABILIZATION;

EID: 0035738348     PISSN: 1365781X     EISSN: None     Source Type: Journal    
DOI: 10.1680/grim.5.2.69.39982     Document Type: Article

References (14)

1. Deep soil mixing used to reduce embankment settlement
2. Mechanical properties of jet grouted soilcrete
3. Deep mixing method using cement hardening agent
4. State of the art in deep mixing technology: Part I. Basic concepts and overview
5. Deep mixing method stabilized soil-cement - Investigation of engineering properties
6. Deep chemical mixing method using cement as hardening agent
7. Ground improved by deep mixing method
8. Extrusion failure of ground improved by the deep mixing method
9. The development and application of a Japanese grouting system
10. Soil improvement method utilizing a high speed water and air jet on the development and application of columnar solidified construction method