Based on the randomness and fuzziness of design parameters influencing dam foundation stability against sliding and the ......

Many designed and measured values in anti-sliding stability of gravity dam are uncertain.Most of existing fuzzy-random r......

近二十年多来，我国广泛采用了有限元法进行重力坝坝体庆力分析，但未制定用此法分析时的应力控制标准，使该法计算结果的应用受到限制。......

渔洞水库大坝在云南省已建重力坝中坝高为第二位，本文较为详细地分析了该大坝在７＾０地震作用下的应和应变性状，动力稳定性及其可能的破损......