Your browser is no longer supported

For the best possible experience using our website we recommend you upgrade to a newer version or another browser.

Your browser appears to have cookies disabled. For the best experience of this website, please enable cookies in your browser

We'll assume we have your consent to use cookies, for example so you won't need to log in each time you visit our site.
Learn more

Analysis of self-boring pressuremeter tests in overconsolidated clays

A round-up of new English language papers on geotechnics from around the world. The information is taken with kind permission from the new literature section of the Swedish Geotechnical Institute's web site.

Yu HS, Collins IF; Geotechnique; 1998, vol 48, no 5, pp 689-693

Ref no 49137

Analysis of the compression of structured soils using the disturbed state concept

Liu MD, Carter JP, Desai CS, Xu KJ; University of Sydney. Department of Civil Engineering. Research Report R770; 1998, 16 + /9/ p. Ref no 49019

Assessment of on-sample instrumentation for repeated load triaxial tests

Dawson AR, Gillett SD; Transportation Research Record; 1998, no 1614, pp 52-60. Ref no 49077

Axial-torsional testing system for clay with local strain measurement

Abrantes AE, Penumadu D; Transportation Research Record; 1998, no 1614, pp 24-32. Ref no 49080

Chamber studies of the effects of pressuremeter geometry on test results in sand

Ajalloeian R, Yu HS; Geotechnique; 1998, vol 48, no 5, pp 621-636. Ref no 49132

Clogging of nonwoven geotextiles with cattle manure slurries

Barrington SF, El Moueddeb K, Jazestani J, Dussault M; Geosynthetics International; 1998, vol 5, no 3, pp 309-325

Ref no 49114

Comparison of matrix suction values with water retention curves at three test sites

Oberg-Hogsta AL; International conference on unsaturated soils, 2, UNSAT'98, Beijing, China, August 1998. Proceedings, vol. 1; 1998, pp 368-373. Ref no 49075

Deformation of granular materials due to rotation of principal axes

Joer HA, Lanier J, Fahey M; Geotechnique; 1998, vol 48, no 5, pp 605- 619. Ref no 49131

Design and absolute calibration of an embedded, wideband velocity sensor

Pezo R, Picornell M, Nazarian S; Transportation Research Record; 1998, no 1614, pp 35-42. Ref no 49079

Granular material radial deformation measurements with a circumferential extensometer in repeated load triaxial testing

Tutumluer E, Garg N, Thompson MR; Transportation Research Record; 1998, no 1614, pp 61-69. Ref no 49076

International conference on unsaturated soils, 2, UNSAT'98, Beijing, China, 27-30 August 1998.

Proceedings (International Academic Publishers); 1998, 601 p. Ref no 49049

Interpretation of transmissivity test data for geonets

Fannin RJ, Choy HW, Atwater JW; Geosynthetics International; 1998, vol 5, no 3, pp 265-285. Ref no 49112

Leaching effects on properties of cemented sands in Kuwait

Ismael NF, Mollah MA; ASCE. Journal of Geotechnical and Geoenvironmental Engineering; 1998, vol 124, no 10, pp 997-1004. Ref no 49121

Measurement of unsaturated soil hydraulic conductivities using a ceramic cup tensiometer

Timlin D, Pachepsky Y; Soil Science; 1998, vol 163, no 8, pp 625-635. Ref no 48998

Methodology for the evaluation of geotextile pore opening sizes under confining pressure

Palmeira EM, Fannin RJ; Geosynthetics International; 1998, vol 5, no 3, pp 347-359. Ref no 49116

Modeling of strain-rate dependent deformation of clays at small strains

Shibuya S, Mitachi T, Fakuda F, Hosomi A; Geotechnical Engineering Bulletin; 1998, vol 7, no 2, pp 91-99. Ref no 49107

On the micromechanics of crushable aggregates

McDowell GR, Bolton MD; Geotechnique; 1998, vol 48, no 5, pp 667-679. Ref no 49135

Pre-failure deformation behaviour of geomaterials

London, September, 4, 1997. Proceedings (Thomas Telford); 1998, 417 p. Ref no 48993

Unique relationship for (chi) for the determination of the shear strength of unsaturated soils

Khalili N, Khabbaz MH; Geotechnique; 1998, vol 48, no 5, pp 681-687. Ref no 49136

Workshop on microstructural modelling of natural and artificially prepared clay soils with special emphasis on the use of clays for waste isolation

Lund, Sweden, October 12-14, 1998

Preprints of contributions. Ed: Pusch R Clay Technology AB/Geodevelopment AB in co-operation with Swedish Nuclear Fuel and Waste Management, SKB, POSIVA Oy, and the European Commission; 1998, 229 p. Ref no 49041

Analysis of soil and rock engineering problems

Analytical modelling of ground movements associated with trenchless pipelaying operations

Rogers,C, Chapman,D; Institution of Civil Engineers. Geotechnical Engineering. Proceedings; 1998, vol 131, no 4, pp 210-222. Ref no 49085

Assessment of the coefficient of the earth pressure at rest from shear wave velocity measurements

Fioravante,V, Jamiolkowski,M, Lo Presti,DCF, Manfredini,G, Pedroni,S; Geotechnique; 1998, vol 48, no 5, pp 657-666. Ref no 49134

Behavior of friction piles during the Hygoken-Nambu Earthquake and its implication to the design practice

Kishida,H, Karkee,M; Geotechnical Engineering Bulletin; 1998, vol 7, no 2, pp 79-89. Ref no 49108

Calculation of settlements of shallow foundations on sand and silt based on insitu test results

Larsson,R; Transportation Research Record; 1998, no 1614, pp 15-23. Ref no 46933

Centrifuge testing of large laterally loaded pile groups in sands

McVay,M, Zhang,L, Molnit,T, Lai,P; ASCE. Journal of Geotechnical and Geoenvironmental Engineering; 1998, vol 124, no 10, pp 1016-1026. Ref no 49119

Combined loading of skirted foundations

Bransby,MF, Randolph,MF; Geotechnique; 1998, vol 48, no 5, pp 637-655. Ref no 49133

Contact problem for orthotropic foundation slabs with consideration of deformation peculiarities of spatial and nonhomogeneous bases

Aleynikov,SM, Nekrasova,NN; Studia Geotechnica et Mechanica; 1998, vol 20, no 1-2, pp 63-104. Ref no 49069

Driveability studies of vibro-driven model piles in non-cohesive soils - laboratory simulations

Viking,K; Royal Institute of Technology. Division of Soil and Rock Mechanics / Kungliga tekniska hogskolan. Jord- och bergmekanik. TRITA-AMI LIC 2029; 1998, 113 p. Ref no 49072

Dynamic soil-structure interaction. Current research in China and Switzerland

Eds: Zhang Chuhan, Wolf,JP. Developments in Geotechnical Engineering, 83 (Elsevier); 1998, 321 p. Ref no 48991

Elastic settlement and rotation of rectangular footings on non-homogeneous soil

Vrettos,C; Geotechnique; 1998, vol 48, no 5, pp 703-707

Ref no 49139

Filtration through hydraulic embankments made of colliery spoil: model tests

Skarzynska,KM, Michalski,P; Waste Management & Research; 1998, vol 16, no 3, pp 233-243. Ref no 49109

Generalization of Mauldon's and Goodman's vector analysis of keyblock rotations

Tonon,F; ASCE. Journal of Geotechnical and Geoenvironmental Engineering; 1998, vol 124, no 10, pp 913-922. Ref no 49129

Impulse response evaluation of drilled shafts

Finno,RJ, Gassman,SL; ASCE. Journal of Geotechnical and Geoenvironmental Engineering; 1998, vol 124, no 10, pp 965-975. Ref no 49124

Instrumented driven pile in Dublin boulder clay

Farrell,E, Lehane,B, Looby,M; Institution of Civil Engineers. Geotechnical Engineering. Proceedings; 1998, vol 131, no 4, pp 233-241. Ref no 49083

Interaction between reinforced soil components

Surowiecki,A; Studia Geotechnica et Mechanica; 1998, vol 20, no 1-2, pp 43-61. Ref no 49070

Interpretation of pile acceptance criteria from deficient data

Kaniraj,SR; ASCE. Journal of Geotechnical and Geoenvironmental Engineering; 1998, vol 124, no 10, pp 1035-1040. Ref no 49117

Interpreting settlement profiles of earth dams

Pagano,L, Desideri,A, Vanale,F; ASCE. Journal of Geotechnical and Geoenvironmental Engineering; 1998, vol 124, no 10, pp 923-932. Ref no 49128

Have your say

You must sign in to make a comment

Please remember that the submission of any material is governed by our Terms and Conditions and by submitting material you confirm your agreement to these Terms and Conditions. Please note comments made online may also be published in the print edition of New Civil Engineer. Links may be included in your comments but HTML is not permitted.