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15*4 GENESIS (November, 1983)15.5 IGL 2900 SeriesPile program 3D/1*Erame analysis programs*15.6 Reese, L*C* and Matlock f H*15.7 Poulos, H*G*Hbrsf-dimensional solutions for laterallyloadedpiles with soil modulus assumedproportional to depth® Proc* 8th TexasConf* on Soil Mechanics and IbundationEngineering* Austin f Texas* 195^*Behaviour of laterally-loaded pilesI - singleII - pile groupsIII — socketted piles15*8 Poulos, H*G, aiad Davis 9 E»H*15*9 Meyerhof, G,Q.Pile foundation analysis and design*Bearing capacity and settlement ofpile foundations*15*10 Building (Construction) Regulations 1975* Bong Kong*15»11 jftmerican Society of Civil Engineers*Rock engineering for foundations sound slopes*15*12 Department of Transport* Program PGBDUP HEGB/B/7*Suite of Bridge Design and AnalysisPrograms* Highway Engineering ComputerBranch* London*.15*13 Endicott, L*J*16* Section 4»15Site Investigation for Underground Construction*Proc, Conference on Mass Transportation inAsia* Hong Kong* 1980*Department of Transport* Technical Memorandtam (Bridges)Kb. BE 5* Technical Memorandum on theDesign of Highway Bridge Parapets* London*1982*

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