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  2. Li, Y. & Bolton, M. (2014). Géotechnique 64, No. ...

    https://www-geo.eng.cam.ac.uk/system/files/documents/238-li-bolton-geotechnique-2014.pdf
    DEFORMATION MECHANISMS AROUND MODEL CANTILEVER WALL EXCAVATIONS 429. ACKNOWLEDGEMENTDr Li was supported by Cambridge Overseas Trust and. ... the China Scholarship Council. NOTATIONa curvature parameterc curve fitting parameter. D10 diameter of soil
  3. Use of null gauges to monitor soilstresses during excavation ...

    https://www-geo.eng.cam.ac.uk/system/files/documents/234-li-talesnick-bolton-ijpmg-2014.pdf
    The. props supported the wall 40 mm above the retained soil surface,. ... AcknowledgementsThe work was supported by Cambridge Overseas Trust and the. China Scholarship Council.

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