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6 Jan 2004: Soils Fdns 24, No. 4, 30-48. Goto, S. (1984). Strength and deformation characteristics of sand in small and large triaxial apparatuses. ... Soils Fdns 24, No. 1, 113-128. Tatsuoka, F., Sakamoto, M., Kawamura, T. &

6 Jan 2004: APPENDIX 2 The minimization of the mean square error. term given in equation (24) takes the following form (the bar denotes the time average). & ... BE(O, 8) = BE(B, 0) = 0. Substituting for E(O, 8), referring to equation (24)? -

6 Jan 2004: 72 BOLTON. zo-. 16-. Empwxil relatmn (11). 0 4 8 12 16 20 24!

6 Jan 2004: Collapse limit states of reinforced earth retaining walls. M. D. BOLTON and P. L. R. PANG7. The use of systems of earth reinforcement or anchorage is gaining in popularity. It therefore becomes important to assess whether or not the methods of

7 Jan 2004: 9.990 0.019 0.056 -9.990 0.019 r 11 G133-69Pos_1 01 04 24.0 -06 24 0.0 -69.04 9.99 0.03 0.01 ... 1 35 23 12.0 -24.88 0.06 0.04 0.02 0.01 0.01 0.082 0.036 -0.156 -0.060 0.036 r 26 SDS-2

7 Jan 2004: Thereforeexpression (2.23) is the symmetric outer product. (β̂β̌) (σ̂ σ̌)1{. α (etHv) τ H et} {. α (etHv) τ H et}T. (2.24). Moreover, equations (2.12) and

7 Jan 2004: have been developed to describe the conditions inside a. grouted borehole,1,24. ... Pitman, Lon-don, 1973. 24. McKinley J. D. Grouted Ground Anchors and the Soil Mech-anics Aspects of Cement Grouting.

7 Jan 2004: Numer. Methods in Eng. 24 (1987) 337}357. [4] O.C. Zienkiewicz, M.

7 Jan 2004: Received 28 March 2001; received in revised form 22 March 2002; accepted 24 April 2002. ... International Journal for Numerical Methods in Engineering 1987;24:337–57. [10] Zienkiewicz OC, Zhu JZ.

7 Jan 2004: Received 14 February 2000; received in revised form 24 June 2000; accepted 8 July 2000. ... 24 J.S. Sharma, M.D. Bolton / Geotextiles and Geomembranes 19 (2001) 23}44.