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51 - 59 of 59 search results for Economics test |u:www-civ.eng.cam.ac.uk where 4 match all words and 55 match some words.

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  2. Collapse limit states of reinforced earth retaining walls M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/7_Geotechnique_No32_Issue4_349_367.pdf
    6 Jan 2004: In order to test the adequacy of the friction criterion of equation (8). ... A mark 11 test package, shown in Fig. 7 and described by Pang (I 979), used the same sand and factory-trimmed aluminium reinforcement in a sequence of tightly controlled tests

  3. gt480506 667..679

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf
    5 Jan 2004: 1990).The dilatational component of the internal angle offriction of a sand measured in a triaxial test is. ... Ff 2 fracture force. Polishedsurfaces. Fig. 1. Particle tensile strength test set-up (Lee, 1992).

  4. ergroundg systemneed to mine soilgroutingulate the ed on. Factors ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/127_ASCE_JG&GE_vol129_issue3_254_262.pdf
    6 Jan 2004: Finite-element analysis was also conducted to simballoon expansion testsideal compaction grouting tests! ... The effect of partial consolidation during the injection stawas examined by performing regrouting tests.

  5. PII: S0266-1144(00)00009-1

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf
    7 Jan 2004: Table 1Details of centrifuge tests. Test code Depth of clay (mm) Reinforcement Wick drains. ... three tests is shown in Fig. 2(b). The following correlation between the peak vaneshear strength measured by the miniature vane shear apparatus, the vertical e

  6. rther usey groundtigated toent, andmeasuredted. Thed of…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/118_ASCE_JG&GE_vol128_issue4_283_291.pdf
    6 Jan 2004: Equipment and Test Procedure. Drilling data varies with drilling equipment and the precise wayis used. ... As anexample, the result of these empirical correlations for test ENare presented in Fig.

  7. 325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf
    5 Jan 2004: Figure 10 presents the distributions of dragloads as deter-mined from the centrifuge test and numerical analyses. ... Shibata, T., Sekiguchi, H. & Yukitomo, H. (1982). Model test andanalysis of negative friction acting on piles.

  8. Take, W. A. & Bolton, M. D. (2003). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf
    5 Jan 2004: Quality assurance of tensi-ometer readings by testing the device against negative waterpressures achieved at equilibrium, by itself, is not a suffi-cient test of saturation. ... 1960). Use of back-pressure to increasedegree of saturation of triaxial test

  9. PII: S0168-874X(99)00052-9

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/90_FEAD_vol33_Issue4_227_358.pdf
    7 Jan 2004: Hicks[5] analysed an undrained biaxial test, after using adaptive mesh re"nement with an errorestimator based on strains. ... Zhu, J. Wu, Superconvergent patch recovery techniques some further tests, Commun.

  10. PII: S0266-352X(02)00015-0

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/116_Computers&geotechnics_vol29_Issue8_587_607.pdf
    7 Jan 2004: Hicks [2] analysed an undrained biaxial test, using adaptive meshrefinement with an error estimator based on strains.

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