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Bolton, M. D., & Wilson, J. M. R. (1990). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22discussion_Geotechnique_No40_Is4_659_664.pdf6 Jan 2004: Fig. 15 shows the results of the tests in which Leighton Buzzard sand was sheared in monotonic loading plane strain compression (MLPSC test). ... The difference in 6 between these two tests (cf: 6 = k45” in RC test) is not signifi- cant since G,,, is -
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www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/112_Geotechnique_No51_Issue10_835_847.pdf5 Jan 2004: Field trial. Test results. LABORATORY INVESTIGATION OF GROUTING IN CLAYS. Test apparatus, soils and grouts. ... Test results. FINITE ELEMENT MODELLING OF GROUTING IN CLAYS. Simulation of the laboratory experiments. -
mc510501 295..307
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/88_MCR_No51_Issue5_295_307.pdf7 Jan 2004: Table 2. Details and results for the filtration tests. Test Material tm: min ó: kPa wg wc df : mm tf : s kc 3 106:m=sÿ1. ... In. test G27 and later tests, electronic instrumentation. measured the displacement of the consolidometer pis-. -
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www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf30 Mar 2004: 19 A prototype bistable strut. Experimental Results. Having manufactured a working bistable strut,this was then tested in an Instron materials test-ing machine. -
Komiya, K., Soga, K., Agaki, H., Jafari, M. R. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/112dis_Geotechnique_No53_Issue4_447_448.pdf7 Jun 2004: In the experiment, the compressibility of the grout wasevaluated separately from the grout injection tests. ... pressure as used in the grout injection tests. With the know-ledge of the compressibility of the overconsolidated soilsample, the volume loss -
BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf6 Jan 2004: Both tests must have been difficult to carry out satisfactorily, for con- trasting reasons. ... IMPLICATIONS FOR FIELD TESTING Although the foregoing has been concerned. with the collation of laboratory test data, it has a strong implication for the -
Palmer, A. C. et al. (2003). Géotechnique 53, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/135_Geotechnique_No53_Issue10_877_883.pdf6 Jan 2004: 877. Uplift resistance of buried submarine pipelines: comparison betweencentrifuge modelling and full-scale tests. ... Fig. 1. Relation between displacement and force in 1g tests on220 mm pipe. -
Take, W. A. & Bolton, M. D. (2004). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128dis_Geotechnique_No54_Issue3_229_232.pdf7 Jun 2004: The authors state that ‘tensiometer response times underlow absolute pressures are an excellent indicator of tensi-ometer saturation’, implicitly referring to the tests shown inFigs 12 and 14. ... However, in these tests, water in thetensiometer was -
Bolton, M. D. & Wilson, J. M. R. (1989). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf6 Jan 2004: 589. Test identifier Cell pressure: kPa Voids ratio. Dynamic tests 1 2 3 4 5 6. ... APPENDIX 1. TEST APPARATUS AND PROCEDURES. Dynamic tests The resonant column rig was designed by K. -
Soga, K., Au, S. K. A., Jafari, M. R. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/137_Geotechnique_No54_Issue2_81_90.pdf7 Jun 2004: 3(c)); and (b) grout injection tests using differentdiameter consolidometers (50 or 100 mm diameter) with asingle injection point (single injection test; see Fig. ... LABORATORY INVESTIGATION OF MULTIPLE GROUT INJECTIONS INTO CLAY 89. test data is
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