0.9(top 50%)
impact factor
591(top 50%)
papers
8.0K(top 20%)
citations
41(top 20%)
h-index
1.1(top 50%)
impact factor
739
all documents
8.5K
doc citations
61(top 20%)
g-index
Top Articles
# | Title | Journal | Year | Citations |
---|---|---|---|---|
1 | The influence of vegetation on soil strength | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2000 | 193 |
2 | State of the art in deep mixing technology. Part III:geomaterial characterization | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2000 | 174 |
3 | Field-scale bio-cementation tests to improve sands | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2015 | 167 |
4 | State of the art in deep mixing technology: part I. Basic concepts and overview | Proceedings of the Institution of Civil Engineers: Ground Improvement | 1998 | 151 |
5 | Deep soft soil improvement by alkaline activation | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2011 | 128 |
6 | Geotechnical properties of ballast and the role of geosynthetics in rail track stabilisation | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2006 | 126 |
7 | Effects of electrode materials and current intermittence in electro-osmosis | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2001 | 96 |
8 | Encapsulated stone columns as a soil improvement technique for collapsible soil | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2005 | 92 |
9 | Plastic limit and compaction characteristics of finegrained soils | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2005 | 91 |
10 | Role of amount and type of clay in the lime stabilization of soils | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2000 | 88 |
11 | Deep soil mixing used to reduce embankment settlement | Proceedings of the Institution of Civil Engineers: Ground Improvement | 1999 | 87 |
12 | Ground improvement techniques for railway embankments | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2009 | 84 |
13 | Stabilisation of an erodible soil using a chemical admixture | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2010 | 72 |
14 | Sustainable binders for soil stabilisation | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2010 | 71 |
15 | Stabilising effects of different binders in some Swedish soils | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2003 | 70 |
16 | Improving sand with microbial-induced carbonate precipitation | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2015 | 70 |
17 | Effect of material properties on the behaviour of sand—cement—fibre composites | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2004 | 69 |
18 | Electrokinetic stabilization of kaolinite by injection of Al and PO43− ions | Proceedings of the Institution of Civil Engineers: Ground Improvement | 1999 | 65 |
19 | Model studies of embedded circular footing on geogrid-reinforced sand beds | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2004 | 63 |
20 | State of the art in deep mixing technology: part II. Applications | Proceedings of the Institution of Civil Engineers: Ground Improvement | 1998 | 61 |
21 | Recent research and development of ground column technologies | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2015 | 61 |
22 | Experimental evaluations of stabilisation methods for sulphate-rich expansive soils | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2003 | 58 |
23 | Soil improvement for a road using the vacuum preloading method | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2003 | 57 |
24 | Properties of cement-treated soils in Trans-Tokyo Bay Highway project | Proceedings of the Institution of Civil Engineers: Ground Improvement | 1997 | 54 |
25 | Behaviour of lime–slag-treated clay | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2008 | 54 |
26 | Performance assessment of reinforced ballasted rail track | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2014 | 53 |
27 | Behaviour of geocell-reinforced sand beds under circular footing | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2003 | 52 |
28 | Field behaviour of stiffened deep cement mixing piles | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2011 | 52 |
29 | Field performance of fly ash stabilised subgrades | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2005 | 51 |
30 | Stabilisation of granular media and formation soil using geosynthetics with special reference to railway engineering | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2007 | 50 |
31 | Analysis of strength development in deep mixing: a field study | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2004 | 49 |
32 | Microstructure of cement-treated Singapore marine clay | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2006 | 49 |
33 | Effect of fly ash on the unconfined compressive strength of black cotton soil | Proceedings of the Institution of Civil Engineers: Ground Improvement | 1997 | 48 |
34 | Shear strength of recycled construction materials intended for use in vibro ground improvement | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2002 | 47 |
35 | Settlement prediction for soft ground improved by columns | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2010 | 46 |
36 | Lime stabilisation for earthworks: a UK perspective | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2015 | 46 |
37 | Influence of fines on the resistance to liquefaction of a clayey sand | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2004 | 45 |
38 | Preloading and prefabricated vertical drains design for foreshore land reclamation projects: a case study | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2007 | 45 |
39 | Direct shear tests on sand treated with xanthan gum | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2011 | 45 |
40 | The swelling behaviour of lignosulfonate-treated expansive soil | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2016 | 45 |
41 | Soft soil stabilisation by ionic injection under electric fields | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2003 | 44 |
42 | Full-scale reinforced embankment on deep jet mixing improved ground | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2006 | 43 |
43 | Design of jet-grouting cut-offs | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2007 | 42 |
44 | Experimental study on sand and gravel columns in clay | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2008 | 42 |
45 | Improving the geotechnical properties of soft clay with nano-silica particles | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2017 | 41 |
46 | Reducing the hydraulic erosion of sand using microbial-induced carbonate precipitation | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2017 | 41 |
47 | Practitioner's guide to the deep mixing method | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2001 | 40 |
48 | Stabilisation of clayey soils with industrial by-products: part A | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2010 | 40 |
49 | Variables controlling strength of fibre-reinforced cemented soils | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2013 | 40 |
50 | Development of a pneumatic flow mixing method and its application to Central Japan International Airport construction | Proceedings of the Institution of Civil Engineers: Ground Improvement | 2003 | 39 |