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8 Apr 2011: The common design lifetime for bridges is 120 years. It is impossible to conduct tests for these durations before using new materials. ... Crow, E.L. and Shimizu, K. (1988). Lognormal Distributions:Theory and Application, New York: Dekker.

3 Aug 2011: The whole test package is presented in FIG 1(a). A new two-axis servo actuator was designed to apply vertical loads to the model pile.

8 Apr 2011: As the load T increases, new cracks form when the. concrete strain exceeds its cracking strain.

2 Aug 2011: ABSTRACT: The deformation of a volume of sand comes about from particle rearrangement to new posi-tions, and from particle crushing at larger stresses. ... One can observe that the curves in Figure 6 agree very well with each other initially and up to a

3 Aug 2011: A new servo actuator was used to apply force-controlled cyclic lateral loads to the mono-pile, as shown in Figure 2. ... Madabhushi, S.P.G., Houghton N.E., and Haigh S.K. 2006. A new automatic sand pourer for model preparation at Uni-versity of Cambridge.

3 Aug 2011: Inter-science , New York. Vipulanandan C, Leung M (1995) Treating contaminated,cracked and permeable field clay with grouts. ... Geoenviron-ment 2000, New Orleans, pp 829–843. Viswanadham BVS, Mahesh KV (2002) Modelling deformationbehaviour of clay

3 Aug 2011: Iverson, R.M., Vallance, J.W.: New views of granularmass flows. Geology 29(2), 115–118 (2001).

2 Aug 2011: New evidence for the origin and behaviour of deep ocean ‘crusts’. ... Access to new undisturbed box core samples pre-sented the opportunity to quantify the influence of sediment structure on shear strength and other me-chanical properties within the

3 Aug 2011: Plenum Geobiology Series. Plenum Press,New York. [6] Aller, R., 1982. The effects of macrobenthos on chemicalproperties of marine sediment and overlying water. ... Journal of the Marine Biology Association , New Se-ries, XVII(2). [10] Moore, H., 1931.

2 Aug 2011: Finally, it isshown that an equivalent constant value m can bederived empirically, using the new solutions to identify anequivalent mean effective stress pm. ... Kumar & Khatri (2008)reported similar results for smooth strip footings. A new form of

2 Aug 2011: Theresults of our proposed statistical analysis will be then compared with the crushingsimulation results to confirm the validity of the new statistical model. ... 6. 3. Conclusions. This article presents a new approach to treating granular materials,

2 Aug 2011: give velocities and displacements (andhence new contact forces by way of a contact constitutivelaw), using an explicit time-stepping scheme. ... K. & Soga, K. (2005). Fundamentals of soil behaviour,3rd edn. New York: John Wiley.

2 Aug 2011: In this study, new image analysis techniques have beenused to capture the mechanism relevant to peak resistance.

2 Aug 2011: With this new definition, itcan be said that the bearing capacity of a shallow foundationshould be corrected for geometry effects, whereas for deepfoundations the correction for overburden alone is sufficient,provided ... New York: John Wiley. Vesic, A. S

2 Aug 2011: In view of this, a new mechanism for narrow excavations is proposed in Figure 3(b). ... The mecha-nism in the passive zone (zone EFHI) is replaced. The new mechanism meets the condition for undrained shearing, which means that the volumetric strain

3 Aug 2011: A new approach for calculating strain for particulate media. International Journal.

2 Aug 2011: The crushed region did not grow by expanding its radius,i.e. by adding new crushed particles around its whole perimeter. ... Ateach stage, rather, only a section of the boundary of the compactionband could be considered active, with new crushing events