The International Information Center for Geotechnical Engineers

Ground Improvement

Influence of Dynamic Load on the Ground Anchors Bearing Capacity
Andrey Totsev,Iliyan Markov. (2015).
Swelling characteristics of Gaomiaozi bentonite and its prediction 
D. Sun,W. Sun.,L. Fang. (2014).
Assessing the influence of jet-grouting underpinning on the nearby buildings 
A. Chepurnova. (2014).
The benefits of hybrid ground treatment in significantly reducing wall movement: a Singapore case history
C.K. Cheah,C.C. Ng,N.H. Osborne. (2008).
Soil improvement during excavation in soft ground and development of analysis method for earth retaining structure
Y. Motoi, . (2005).
Vertical geotechnical barrier erected by compensation grouting
O.A. Mozgacheva,O.A. Shuljatjev,V.P. Petrukhin. (2005).
Artificial ground freezing: How to model and calculate the frost-heave?
N.M. Naaktgeboren, . (2005).
Application of ground freezing for underground construction in soft ground
P. Schäfers,H. Hab. (2005).
Fracture grouting; improving the grouting efficiency in sand
A. Bezuijen,J.K. Haasnoot,A.F. vanTol,R. teGrotenhuis. (2005).
Grout properties and their influence on back fill grouting
A.M. Talmon,A. Bezuijen. (2005).
Numerical modelling of the effects of compensation grouting
A. Watt,R. Otterbein,H.F. Schweiger,C. Kummerer. (2002).
Behaviour of earth retaining structure with wall type soil improvement
E. Sato,M. Aoki,T. Kono. (2002).
JLE Westminster station: Protection of Parliamentary buildings with compensation grouting
D.I. Harris, . (2002).
Ground Improvement in deep excavations by per se existing foundation piles
R. Katzenbach,Ch. Moormann. (2002).
Modified bentonite slurries for slurry shields in highly permeable soils
A. Heinz,R. HermannsStengele,P. Fritz. (2002).
Behavior of grout column reinforced clay under lateral compression
S.F. Su,H.J. Liao. (1999).
Soil behavior due to freezing and frozen column during excavation of soft ground
T. Ohrai,Y. Iwasaki,T. Hongo. (1999).
Case studies of buttress-wall type ground improvement in strutted excavations
M. Kamon,Y. Katsura,N.U. chiyama. (1999).
Compensation grouting at the Docklands Light Railway Lewisham Extension project
K. Soga,M.D. Bolton,R.J. Mair,T. Hagiwara,Y. Ano,M. Nomoto,T. Nomoto,T. Sugiyama. (1999).
Injection/ grouting near pile foundations: Full scale test Amsterdam
A.F. vanTol,A.E.C. vanderStoel. (1999).
The effects of compensation grouting on segmental tunnel linings
M. Nomoto,T. Hagiwara,Y. Ano,T. Sugiyama,K. Soga,M.D. Bolton,R.J. Mair,G.R. Dasari,S.W. Lee. (1999).
Compensation grouting to control tilt of Big Ben Clock Tower
J.R. Standing,J.B. Burland,R.J. Mair,D.I. Harris. (1999).
A compensation grouting trial in Singapore marine clay
C.S. Hoe,V. Ganeshan,W. Dazhi,J.N. Shirlam. (1999).
Discussion: Quality control during jet grouting
J.R. Madinaveitia, . (1996).
Protection of buildings from tunnelling induced settlement using permeation Grouting
M. Friedman,L.F. Linney. (1996).
Storebaelt Eastern Railway Tunnel, Denmark - Ground freezing for tunnels and Cross passages
S.R. Doran,N. Kofoed. (1996).
Observation and control of movements in works constructed by ground freezing
R.H. Jones, . (1996).
Research Results of Fine-Grained Soil Stabilization Using Fly Ash from Serbian Electric Power Plants
V. Pujevic,M. Marjanovic,S. Jockovic,S. Maraš-Dragojevic,M. Vukicevic. (2013).
Utilization of waste copper slag as a substitute for sand in vertical sand drains and sand piles
T. Rathnaweera,A. Senanayake,U.P. Nawagamuwa. (2013).
Interpretation of mechanical behavior of cement-treated dredged soil based on soil skeleton structure
T. Sakai,M. Nakano. (2013).

The Geoengineer.org Corporate Sponsors: