http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
A comparative study on limit state design and total safety design for shallow foundations
Bengtsson, P.-E.;Bergdahl, U.;Ottosson, E. The Institute 1993 p.13-22
Hansen, B.;Ditlevsen, O. The Institute 1993 p.23-30
Safety concept in the ultimate limit state cause of failure principle
Mortensen, K. The Institute 1993 p.31-40
A proposed limit state design approach for geotechnical design
Oliphant, J. The Institute 1993 p.41-50
Rojc, T.;Battelino, D. The Institute 1993 p.61-70
Constrained dilatancy and limit state design of deep foundations
Sobolevsky, D. The Institute 1993 p.71-80
Passive earth pressures using the upperbound method in limit analysis
Soubra, A. H.;Kastner, R. The Institute 1993 p.81-90
Design value of the bearing capacity for a friction pile at a given risk level
Alen, C.;Jendeby, L. The Institute 1993 p.91-100