Hajnal István: Construction of diaphragm walls (Budapest, 1984)

2. Structures to be made by trenching

Gemaehling, Cl., Mathiau, I. (1970): Parois moulées utilisées comme écrans étanches provisoires sur les chantiers du Rhone, V-avaux, 428. Gouvenot, D. (1977): Les fondations speciales en travaux maritimes. Extráit de la Revue Travaux (Soletanche), Octobre. Haffen, M. (1973); Der Stand der Schlitzwandtechnik. Österreichische Ingenieur-Zeitschrift, Wien, 10. Haswell, С. K. (1976): Clevedon pumping station. The Consulting Engineer, 9. Houze, G., Fenoux, G. Y. (1977): L'enceinte étanche de la centrale électrique du Blayais, Montreuil, (Soletanche). Extráit de Construction, 6. ICOS Vol. 3 (1968). The ICOS company in the underground works (Examples of special foundation works). ICOS, Milan. Ivicsics, F. (1972): Korszerű szivárgásgátlási eljárások alkalmazása a vízépítésben (The use of up-to-date seepage control methods in water engineering constructions). Vízgazdálkodási Tudományos Kutató Intézet (VITUKI) (Research Centre of Water Resources Development). Doctoral thesis, Budapest. Kausay, G. (1977): Réalisation au Havre d’un quai en parois moulées. Construction, 3. Loers, G., Pause, H. (1976): Die Schlitzwandbauweise für grosse und tiefe Baugruben in Städten. Bauingenieur, 2. Lorenz, H. (1963): Application of thixotropic fluids in engineering practice. Institution of Civil Engineers, London. Luccio, G. (1959): The Milan subway. Roads, 12. Markgraf, H., Rechfeld, E. (1974): Anwendung und Bemessung schmaler unterirdischer Dichtungswände. Bauplanung-Bautechnik, 9. Nakel, E. (1964): Schlitzwände im Grund und Wasserbau. Bauplanung-Bautechnik, 12. Petrasovits, G. (1973): Sík és mélyalapok fejlődése (Development of spread and deep foundations). Mélyépítéstudományi Szemle, Budapest, 239. Pevzner, A. I., Perlei, E. M., Dlougi, V. V., Shik, S. P., Rukavtsov, A. M. (1973): Stroitel’stvo podzemnykh sooruzhenii sposobom “stena v grünte” (Erection of underground structures by the “wall in soil” method). Montazhnye i speciaTnye rahoty v stroitel’stve, 2. La Russo, R. S. (1963): Wanapum Development, Institution of Civil Engineers, London. Scheuch, G. (1977): Metro Lyon. Tiefhau, Ingenieurbau, Strassenbau, 4. Soletanche Entreprise, Port de Deauville-Trouville. Quai de la Touques. Bulletin, Nanterre, 1977. Soletanche Entreprise, La liaison S.N.C.F. Invalides Orsay. Extráit du no 103 Sept. 1977. de Chantiers de France. Tone Boring Co. Ltd., Difficulties on diaphragm walling at Moscow solved by the BW System, Tone Ground Engineering News, Tokyo. Inf. No TN-008 March, 1977. Tone Boring Co. Ltd., Complying with age’s requirement, BW drill plays a principal role in the construction of underground storage tanks. Tone Ground Engineering News, Tokyo. Inf. No. TN-009 May, 1977. Tone Boring Co. Ltd., Complying with age’s requirement, BW drill plays a principal role in the construction Ground Engineering News, Tokyo. Inf. No. TN-006, July, 1976. Toyo Menka Kaisha, Ltd., Tone Boring Co. Ltd., BW System and Japanese underground railways. Tokyo, Bulletin No. BW-I5I, December, 1972. Veder, Ch. (1976): Beispiele neuzeitlicher Tiefgründungen. Bauingenieur, 51, 3. Waldmann, R., Ferrand, I. (1970): Essais de parois moulées á Lyon. Travaux, 428. Welzien, K. (1970): Schlitzwände, Berlin, Bauplanung-Bautechnik, 6. White, E. E. (1972): Foundations. Planning and design of tall buildings, Proc. ASCE 1972. Xanthakos, P.: Underground construction in fluid trenches. Lecture given at the University of Illinois at Chicago Circle, April, 1974. 5 65

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