TY  - BOOK
ED  - BRITISH GEOTECHNICAL SOCIETY
TI  - DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING VOL.3
PY  - 1979///
CY  - London
PB  - British Geotechnical Society
KW  - GEOTECHNICAL ENGINEERING
N1  - E Field trials and loading tests. E1: Punching of shallow foundations on fine soils / S.Amar. E2: Driven piles: measurements and interpretation procedures / M.Appendino. E3: Testing of soil parameters for bearing capacity of foundations in granular slopes / G.E.Bauer. E4: Artificial consolidation of marine clay deposits- prediction field behaviour and feedback / R.K.Bhandari. E5: Consolidation of Changi marine clay of Singapore using flexible drains / V.Choa. E6: Experimental determination of the compressible stratum and the modules of soil deformation in successive layers / B.J.Dalmatov. E7: Geotechnical parameters for design of bored piles founded in weathered siltstone rock / P.Davies. E8: Prediction for the bearing capacity of displacement piles, penetrating into a very dense sand layer from the results of CPT test / E.De Beer. E9: Reliable geotechnical parameters for marine sand-mud complex obtained by means of large scale loading test / E.Dembicki. E10: Comparison of estimated and in-situ stresses and displacement under foundations in layers of different thickness / S.V.Dovnarovich. E11: Field and laboratory observation of the pore pressure rise in unhomogeneous soil under the opencast /Z.Glazer. E12: Pile test program in overconsolidated sand / W.F.Heins. E13: Test embankment on an organic silty clay/ R.D.Holtz. E14: Comparison between large scale in-situ shear test and results of triaxial test on Oslo-clay / K.Karlsrud. E15: The measurement, trial use and selection of initial design parameters for dikes on very soft clay in the Dead Sea, Jordon / D.J.Knight. E16: The design and performance of large diameters bored piles in weak mudstone rocks /B.A. Leach; E17: A parameters to define the soil-pier interaction for axially loaded piers / I.Manoliu. E18: Strength parameters for short term stability problems in stiff fissured unsaturated clays / T.Mirata. E19: Pullout test on reinforcements embedded in uniformly graded sand subject to vibration / R.T.Murray. E20: Determination of consolidation parameters of soft clay from a large-scale load test / C.S.Oteo. E21: Research on bearing capacity to anthropogenous soils / J.Palka. E22: Stress distribution under defined rigid surcharges / W.Rattay. E23: Deformation of steel piles due to alternating lateral loads / J.B.Sellmeijer. E24: Experimental studies of parameters defining bearing capacity of rectangular foundations footings under eccentric application of inclined load / E.A.Sorochan. E25: Piled foundation in a Complex formation / F.Ulisse. F. Field performance. F1: Design of high flexible retaining structures in steeply inclined unstable slopes / H.Brandi. F2: Factors conditioning the actual bearing capacity of bored foundations / M.Bustamante. F3: Stability of a structures constructed in a landslide: selection of soil strength parameters / R.J.Chandler. F4: Geotechnical parameters for embankments and pile foundation design / P.Colombo. F5: Analysis of a progressive failure in Pannonian clay / Al.Constantinescu. F6: The foundation of four oiltanks for the powerstation Hemweg in Amsterdam / J.Dirksen. F7: Slurry wall in clayey silt: computations and observations / M.Dysli. F8: Estimation problems of design parameters in the construction of injected and sunk soil anchors / B.S.Fedorov. F9: Behaviour of pre-loading embankments on different vertical drains with references to soil consolidation characteristics/ A.Garassino. F10: Deformation characteristic of broken schist in a rockfill dam / M.Kinze; F11: Soil reaction stresses on the base structure of gravity platforms during installation / T.J.Kvalstas. F12: Predicted and measured behaviour of Clyde alluvial beneath Renfrew motorways stage 2 embankments / A.McGown. F13: Estimation of soil parameters of Madrid in relation totunnel construction / C.S.Oteo. F14: The influence of soil type on behaviour of dams / P.Peter. F15: Displacement measures and confortation of embankments built on potentially unstable slopes / G.Pilot. F16: Dry dock in clay-slope stability- internal erosion / J.A.Roti. F17: Stabilization of a creeping slope in clay with stiff elements / H.Sommer. F18: Recent findings concerning allowable differential settlements of structures-criteria of damage / H.Sommer. F19: Deformation of membrane-faced rockfill dams / C.Soydemir. F20: Field measurements of an anchored sheet pile wall in clay / H.Stille. F21: Pause clause predictions for motorway embankments / S.Thorburn
ER  -