The hydro-pressure over-loading method and the strength reduction method were applied to numerical simulation of gravity pier-arch dam system, and the integral stability of the system was evaluated based on the suggested index for safety evaluation of the
详情正文
登录后查看完整内容
使用 DeepEvidence / 梅斯账号登录，新用户可在登录页面注册。
登录 / 注册登录成功后将返回当前页面，继续浏览。