从非饱和土力学的角度,土石坝材料的特性-----外文翻译.doc
约13页DOC格式手机打开展开
从非饱和土力学的角度,土石坝材料的特性-----外文翻译,abstract£ºthe basis of the design of earth and rockfill dams is focused on ensuring the stability of the structure under a set of conditions expected to occur d...
内容介绍
此文档由会员 wanli1988go 发布
Abstract £ºThe basis of the design of earth and rockfill dams is focused on ensuring the stability of the structure under a set of conditions expected to occur during its life. Combined mechanical and hydraulic conditions must be considered since pore pressures develop during construction, after impoundment and in drawdown. Other instability phenomena caused by transient flow and internal erosion must be considered. The prediction of the hydromechanical behavior of traditional
ÕªÒª ÍÁʯ°ÓÉè¼ÆÒÀ¾ÝµÄÖصãÊÇ£¬ÔÚÆäÉúÃüÖпÉÄ@@öÏÖ¸÷ÖÖÌõ¼þϵÄÈ·±£½á¹¹Îȶ¨¡£½áºÏ»úеºÍË®Á¦Ìõ¼þ£¬±ØÐ뿼ÂÇ¿×϶ѹÁ¦µÄ·¢Õ¹£¬ÒòΪ¿Õ϶ѹÁ¦ÔÚÊ©¹¤Æڼ䷢չ£¬ÐîË®ºóϵø¡£ÁíÍ⣬˲±äÁ÷ºÍÄÚ²¿ÇÖÊ´Ôì³ÉµÄ²»Îȶ¨ÏÖÏóÒ²±ØÐë¼ÓÒÔ¿¼ÂÇ¡£Òò´Ë×÷ÕßÔÚ´ó°Ó½¨ÉèÖÐʹÓõĴ«Í³ºÍ·Ç´«Í³²ÄÁϵÄÁ÷ÌåÁ¦Ñ§ÌØÐÔµÄÔ¤²â³ÉΪ¸ù±¾¡£´ó°ÓµÄ½¨ÉèÖÐʹÓõIJÄÁϺ¸ÇÁË´Ó¶àÖÖÕ³ÍÁ²ÄÁϵ½¶Ñʯ¡£ ´Ó¹ãÒåÉϽ²£¬ËüÃÇÊÇÄëѹ²ÄÁÏ£¬ËùÒÔÊDz»±¥ºÍ²ÄÁÏ¡£×÷ÕßÔÚÎļþÖУ¬ÒÀ¾Ý´ó°Ó½¨Éè²ÉÓô«Í³µÄ²ÄÁÏÌØÐÔ£¬¶ÔÏÖÓеÄ֪ʶˮƽ½øÐÐ×ܽᡣ³£¹æÄëѹ²ÄÁÏ£¨¾ßÓÐÖØ´óÕ³ÍÁº¬Á¿£©£¬¶ÑʯºÍѹʵÈíÑÒÑо¿¸ü¶àϸ½Ú¡£ºóÕßÊÇ·Ç´«Í³²ÄÁÏ¡£ËûÃÇ·ÖÎö£¬ÒòΪËüÃǵÄʹÓã¬ÒÔ¼°ÍÁÈÀºÍÑÒʯ»ìºÏʹÓã¬ÊǿɳÖÐø·¢Õ¹µÄËù±ØÐëµÄ¡£
¹Ø¼ü´Ê °Ó£¬·Ç±¥ºÍÍÁÁ¦Ñ§£¬ÎüÁ¦£¬¶Ñʯ£¬Õ³ÖÊÍÁ£¬»ìºÏÎï
1¼ò½é
ÕªÒª ÍÁʯ°ÓÉè¼ÆÒÀ¾ÝµÄÖصãÊÇ£¬ÔÚÆäÉúÃüÖпÉÄ@@öÏÖ¸÷ÖÖÌõ¼þϵÄÈ·±£½á¹¹Îȶ¨¡£½áºÏ»úеºÍË®Á¦Ìõ¼þ£¬±ØÐ뿼ÂÇ¿×϶ѹÁ¦µÄ·¢Õ¹£¬ÒòΪ¿Õ϶ѹÁ¦ÔÚÊ©¹¤Æڼ䷢չ£¬ÐîË®ºóϵø¡£ÁíÍ⣬˲±äÁ÷ºÍÄÚ²¿ÇÖÊ´Ôì³ÉµÄ²»Îȶ¨ÏÖÏóÒ²±ØÐë¼ÓÒÔ¿¼ÂÇ¡£Òò´Ë×÷ÕßÔÚ´ó°Ó½¨ÉèÖÐʹÓõĴ«Í³ºÍ·Ç´«Í³²ÄÁϵÄÁ÷ÌåÁ¦Ñ§ÌØÐÔµÄÔ¤²â³ÉΪ¸ù±¾¡£´ó°ÓµÄ½¨ÉèÖÐʹÓõIJÄÁϺ¸ÇÁË´Ó¶àÖÖÕ³ÍÁ²ÄÁϵ½¶Ñʯ¡£ ´Ó¹ãÒåÉϽ²£¬ËüÃÇÊÇÄëѹ²ÄÁÏ£¬ËùÒÔÊDz»±¥ºÍ²ÄÁÏ¡£×÷ÕßÔÚÎļþÖУ¬ÒÀ¾Ý´ó°Ó½¨Éè²ÉÓô«Í³µÄ²ÄÁÏÌØÐÔ£¬¶ÔÏÖÓеÄ֪ʶˮƽ½øÐÐ×ܽᡣ³£¹æÄëѹ²ÄÁÏ£¨¾ßÓÐÖØ´óÕ³ÍÁº¬Á¿£©£¬¶ÑʯºÍѹʵÈíÑÒÑо¿¸ü¶àϸ½Ú¡£ºóÕßÊÇ·Ç´«Í³²ÄÁÏ¡£ËûÃÇ·ÖÎö£¬ÒòΪËüÃǵÄʹÓã¬ÒÔ¼°ÍÁÈÀºÍÑÒʯ»ìºÏʹÓã¬ÊǿɳÖÐø·¢Õ¹µÄËù±ØÐëµÄ¡£
¹Ø¼ü´Ê °Ó£¬·Ç±¥ºÍÍÁÁ¦Ñ§£¬ÎüÁ¦£¬¶Ñʯ£¬Õ³ÖÊÍÁ£¬»ìºÏÎï
1¼ò½é