Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("ground improvement")

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 81

  • Page / 4
Export

Selection :

  • and

Mathematical model of electro-osmotic consolidation for soft ground improvementHU, L; WU, H.Geotechnique. 2014, Vol 64, Num 2, pp 155-164, issn 0016-8505, 10 p.Article

FULL-SCALE EMBANKMENT CONSOLIDATION TEST USING PREFABRICATED VERTICAL THERMAL DRAINSPOTHIRAKSANON, Chanidnun; BERGADO, Dennes T; ABUEL-NAGA, Hossam M et al.Soils and foundations. 2010, Vol 50, Num 5, pp 599-608, issn 0038-0806, 10 p.Article

Contributions to Géotechnique 1948-2008 : Ground improvementPHEAR, A. G; HARRIS, S. J.Geotechnique. 2008, Vol 58, Num 5, pp 399-404, issn 0016-8505, 6 p.Article

Laboratory Procedure to Obtain Well-Mixed Soil Binder Samples of Medium Stiff to Stiff Expansive Clayey Soil for Deep Soil Mixing SimulationBHADRIRAJU, Venkat; PUPPALA, Anand J; RAJA SEKHAR MADHYANNAPU et al.ASTM geotechnical testing journal. 2008, Vol 31, Num 3, pp 225-238, issn 0149-6115, 14 p.Article

Formules pour le calcul du tassement des sols compressibles par la méthode œdométrique = Expressions for compressible soils settlement by oedometric methodCOMBARIEU, O.Revue française de géotechnique (Paris). 2008, Num 124, pp 31-44, issn 0181-0529, 14 p.Article

Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basisHORPIBULSUK, S; MIURA, N; NAGARAJ, T. S et al.Geotechnique. 2003, Vol 53, Num 4, pp 439-444, issn 0016-8505, 6 p.Article

Lateral displacement under combined vacuum pressure and embankment loadingCHAI, J; ONG, C. Y; CARTER, J. P et al.Geotechnique. 2013, Vol 63, Num 10, pp 842-856, issn 0016-8505, 15 p.Article

Mitigation of liquefaction of saturated sand using biogasHE, J; CHU, J; IVANOV, V et al.Geotechnique. 2013, Vol 63, Num 4, pp 267-275, issn 0016-8505, 9 p.Article

Parameters controlling stiffness and strength of artificially cemented soilsCONSOLI, N. C; DA FONSECA, A. V; SILVA, S. R et al.Geotechnique. 2012, Vol 62, Num 2, pp 177-183, issn 0016-8505, 7 p.Article

The pressure distribution along stone columns in soft clay under consolidation and foundation loadingSIVAKUMAR, V; JELUDINE, D. K. N. M; BELL, A et al.Geotechnique. 2011, Vol 61, Num 7, pp 613-620, issn 0016-8505, 8 p.Article

CEMENT-MIXED SOILS IN TRANS-TOKYO BAY HIGHWAY PROJECTTATSUOKA, Fumio.Soils and foundations. 2010, Vol 50, Num 6, pp 785-804, issn 0038-0806, 20 p.Article

Centrifuge modelling of wet deep mixing processes in soft claysLEE, F. H; LEE, C. H; DASARI, G. R et al.Geotechnique. 2006, Vol 56, Num 10, pp 677-691, issn 0016-8505, 15 p.Article

Bio-cementation of sandy soil using microbially induced carbonate precipitation for marine environmentsCHENG, L; SHAHIN, M. A; CORD-RUWISCH, R et al.Geotechnique. 2014, Vol 64, Num 12, pp 1010-1013, issn 0016-8505, 4 p.Article

Failure envelope of artificially cemented sandCONSOLI, N. C; CABERLON CRUZ, R; CONSOLI, B. S et al.Geotechnique. 2012, Vol 62, Num 6, pp 543-547, issn 0016-8505, 5 p.Article

SITE-INVESTIGATION AND GEOTECHNICAL DESIGN OF D-RUNWAY CONSTRUCTION IN TOKYO HANEDA AIRPORTWATABE, Yoichi; NOGUCHI, Takatoshi.Soils and foundations. 2011, Vol 51, Num 6, pp 1003-1018, issn 0038-0806, 16 p.Article

The settlement performance of stone column foundationsBLACK, J. A; SIVAKUMAR, V; BELL, A et al.Geotechnique. 2011, Vol 61, Num 11, pp 909-922, issn 0016-8505, 14 p.Article

Parameters that influence the pressure filtration characteristics of bentonite groutsBEZUIJEN, A; SANDERS, M. P. M; DEN HAMER, D et al.Geotechnique. 2009, Vol 59, Num 8, pp 717-721, issn 0016-8505, 5 p.Article

Analysis of beams on tensionless reinforced granular fill-soil systemMAHESHWARI, Priti.International journal for numerical and analytical methods in geomechanics (Print). 2008, Vol 32, Num 12, pp 1479-1494, issn 0363-9061, 16 p.Article

Characteristics of ground motion in liquefied deposits during earthquakesISHIHARA, Kenji; CUBRINOVSKI, Misko.Journal of earthquake engineering. 2005, Vol 9, pp 1-15, issn 1363-2469, 15 p., NS1Article

Analytical solution for axisymmetric electro-osmotic consolidationWU, H; HU, L.Geotechnique. 2013, Vol 63, Num 12, pp 1074-1079, issn 0016-8505, 6 p.Article

Effect of chemical treatment used in MICP on engineering properties of cemented soilsAL QABANY, A; SOGA, K.Geotechnique. 2013, Vol 63, Num 4, pp 331-339, issn 0016-8505, 9 p.Article

Effect of sand compaction pile installation on strength of soft clayYI, J. T; GOH, S. H; LEE, F. H et al.Geotechnique. 2013, Vol 63, Num 12, pp 1029-1041, issn 0016-8505, 13 p.Article

Reduction of the clogging potential of clays: new chemical applications and novel quantification approachesZUMSTEG, R; PLOTZE, M; PUZRIN, A et al.Geotechnique. 2013, Vol 63, Num 4, pp 276-286, issn 0016-8505, 11 p.Article

CONTRIBUTIONS TO SOILS AND FOUNDATIONS: GROUND IMPROVEMENTKITAZUME, Masaki; OKAMURA, Mitsu.Soils and foundations. 2010, Vol 50, Num 6, pp 965-975, issn 0038-0806, 11 p.Article

The engineering behaviour of fill materials : the use, misuse and disuse of case historiesCHARLES, J. A.Geotechnique. 2008, Vol 58, Num 7, pp 541-570, issn 0016-8505, 30 p.Article

  • Page / 4