... the near surfacgeeology of the Basin. Geology of Docklands Based on published maps 6. The geology of the area was mapped originally by the Geological Survey during the middle nineteenth century. This was revised in the early part of the twentieth centuryfollowing a resurveyfor the six inch to one mile...

... effects. Some further studies on this problem are necessary before the full effects of the vertical loads canbe taken into account without use of the non-linear finite-element method. 68. With reference to # 58 and 59, it should be noted that the proposed plastic theory was developed originally...

... the Shore protection manual. This equation was originally derived for sand trans- port,althoughit is alsocommonly usedforshingle transport.Morerecently, attempts have been made to make the CERC equation more realistic for larger particle sizes by introducing an incipient motion term and particlesize...

... walls. The original walls were the traditional brick bananashaped walls, but during construction part of the south wall failed as a result of overstressing the London Clay foundation.5 Thewall was rebuilt on a timber raft with timber piles. A further failure of the south wall occurred in1876 butthe...

... s original work on colliding spheres. As a result, the author concluded: Insofar aspile driving is concerned Newton s experiments show that a dynamicpile driving fomula cannot be based on simple Newtonian impact . Terzaghi, in a discussion on the use of Newtonian impact, concluded that theloss...

... of a previous refined scheme developed by Falconer and Owens: with the scheme appearing originally to be robustandaccurate inpredictingwater levels and velocities in theHumber Estuary.Similarnumericalproblems were encountered in usingotherschemes, including those documented by Leendertse and G r i t t ~ nS, t...

... calibration. Hence the method by which this calibrationwas carried outis now described. 29. The adopted calibration data were the mean annual inshore wave climate at Shoreham Beach andthemeanannuallongshoretransport rate. Themean annual inshore wave climate was originally derived by Hydraulics Research Ltd...

... the axial force P , the bending moment M and the internal stresses for the general case as shown in Fig.3. The original arch centre-lineis used as areference position. 7. In order to achieve equilibrium, both of the following conditions must be satisfied + +P = P1 P , P , (1) +M = P , e , P 2 e 2 (2...