Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Yuan - Liang Chang"'
Autor:
Yuan‐Liang Chang, Tien‐Kuen Huang
Publikováno v:
Journal of the Chinese Institute of Engineers. 28:231-240
An approach using strength reduction factor (SRF) for finite element analysis, with the provision of a failure criterion, and incorporation of graphical output, to examine the failure zone developed, was used in order to determine slope failure and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b0bf390267d1ce16ce51b33aa14aab2
https://doi.org/10.1080/02533839.2005.9670990
https://doi.org/10.1080/02533839.2005.9670990
Autor:
Yuan-Liang Chang, 張元良
92
In the stability analysis of soil slopes, there are basically two deterministic approaches. The first is the limit equilibrium method (Bishop, 1955; Morgenstern and Price, 1965; Spencer, 1967; Janbu, 1973) and the second is stress-strain anal
In the stability analysis of soil slopes, there are basically two deterministic approaches. The first is the limit equilibrium method (Bishop, 1955; Morgenstern and Price, 1965; Spencer, 1967; Janbu, 1973) and the second is stress-strain anal
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/41279116386438620948
