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Behaviour of rigid foundation in layered soil during seismic…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ghosh.htm31 Mar 2004: In this work, a series of dynamic centrifuge tests were performed on a rigid foundation supporting a containment structure. ... The model test data obtained from the present centrifuge tests can be used to improve the design of the foundation of a high -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... 6]. Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition, Willey. -
Burgoyne
www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf20 Jul 2004: It is also unlikely that AFRP or CFRP will be economic for flexure. ... Bent pultrusions, however, will never be economic. 4.4 Internal confinement for compression. -
Tunnelling-induced ground and building movement on the Jubilee Line…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-choy.htm22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved. ... Distinct soil failure zones were identified at the end of the tests, i.e. Results that match 1 of 2 words
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The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf5 Jan 2004: undrained tests could only byconducted approximately due to difficulties with water control at boundaries. ... N. R. σmax ′. 7. records of the test history, where it has been written. -
gt490411 543..552
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf5 Jan 2004: Theparameters are dependent on the effective stresslevel; therefore, in order to determine soil para-meters relevant to models, in-ight tests such asthe cone penetration test (CPT) must be carriedout. ... 1986). The task, therefore, is to recognize the -
gt490110 133..141
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf5 Jan 2004: Fig. 1. A self-bored pressuremeter test with three unload/reload cycles. She. ... ssur. e]. Loop 1Loop 2Loop 3. SBP test in London Clay17.5 m. -
gt470211 347..352
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf5 Jan 2004: Fig. 2. Slurry ltration. Table 2. Details and results for the ltration tests. ... Table 3. Details and results for the consolidation tests. Test Material Äó: ó: ec E90: kc :kPa kPa MPa 10ÿ6 m/s. -
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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. -
PII: S0013-7952(99)00033-2
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/75_Engineering_Geology_No53_Issue2_195_204.pdf5 Jan 2004: 2 would have increased the dispersion recorded at sional tests with two sensors present. ... Results of tests with copper sulphateparticles. In order to substantiate the copper adsorptionTo test the value of photometric sensors indetecting ‘real’
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