5[3]Schmidt B.Discussion on Earth pressure at Rest Related to Stress History[J].Canadian Getehnie Journal,1996,3(4):239-242.
6[4]I Alpan.The Empirical Evaluation of the Coefficient Ko and KoR[J].soils and Foundafion,1967,7(1):31-40.
7[5]Marcheui S.In-Situ Tests by Flat Dilatometer[J].Journal of Geotechnieal Engineering ASCE,1980,107(3):832-837.
8[6]TLunne,J J M Powell,E A Hauge,et al.Uglow Correlation of dilatometer readings with lateral stress in clays[J].Transport Research Record,1990,1278:183-193.
9Marchetti S. In situ tests by flat dilatometer[J]. Journal of Geotechnical Engineering Division, American Society of Civil Engineers, 1980, (106): 299-321.
10Powell J, Uglow I. The interpretation of the Marchetti Dilatometer test in UK clays[A]. Proceedings of Institution Civil Engineers[C]. [s.l.]: [s.n.], 1988. 269-273.
7Marchetti S. In-situ tests by fiat dilatometer. Journal of the Geotechnieal Engineering Divisio. ASCE, 1980,106.
8Marchetti S. The flat dilatometer test (DMT) in soil investigations [ A ]. In: IN-SITU 2001, International Conference on In-situ Measurement of Soil Properties[ C]. Bali Indonesia: [ s. n. ], 2001.