4Verfel J. Rock grouting and diaphragm wall construction[A]. Developments in geotechnical engineering 55. Elsevier.397 - 403.
5Schlosser F, Simon B & Morey J. High capacity barrettes in a region of old underground quarries [A]. Proc. Int. Conf. onP iling and Deep Found [C], London, 119 - 130.
6Imre E. Skin bearing capacity of piles [A]. Proc. 1st Int.Geotech. Seminar on Deep Found. on Bored and Auger Piles[C]. 421 - 428.
7Hajnal I, Marton J & Regele Z. Construction of diaphragm walls.
8Knfizinga J. Development of skin friction and base resistance of instrumented large bored piles under working load conditions[A]. Proe. 1st Int. Geoteeh. Seminar on Deep Found. on Bored and Auger Piles [C]. 435-442.
9Thorn E.The Oslo Plaza Hotel-Scandinavias tallest building,founded on slurry wall concrete panels on an extremely steep rock surface [A]. Proc. 12th Int. Conf. on Soil Mech. and Found. Engng [C]. (3): 1523-1526.
10Manoliu I, Stoica R & Culita C. Case studies concerning installation of large diameter piles used in Romania [A]. Proc.2nd Int. Geotech. Seminar on Deep Found. on Bored andAuger Piles [C]. 213-216.
