break slide 中文意思是什麼

break slide 解釋
背斜破裂面斷層;破裂滑動
  • break : vt (broke, 〈古語〉 brake; broken 〈古語〉broke)1 毀壞,弄壞,損壞,毀損。 break a doll 弄壞洋...
  • slide : vi (slid; slid 〈美國〉 slidden;sliding)1 滑;(在雪或冰上)滑動;滑倒,滑掉。2 改變位置,脫離...
  1. Announce according to top people court " about hearing person damages case applicable law the explanation of a certain number of problems " regulation, road, bridge, channel wait for what build artificially to because safeguard, build thing, administrative flaw sends a person to damage ; pile up article boils fall, slide or pile up content collapse sends a person to damage ; arboreous dump, break off or fructification falls send what the person damages to perhaps manage a person to assume liability to pay compensation by everybody, but the exception that can prove oneself do not have fault

    根據最高人民法院公布《關于審理人身損害賠償案件適用法律若干問題的解釋》規定,道路、橋梁、隧道等人工建造的構築物因維護、治理瑕疵致人損害的;堆放物品滾落、滑落或者堆放物倒塌致人損害的;樹木傾倒、折斷或者果實墜落致人損害的由所有人或者治理人承擔賠償責任,但能夠證實自己沒有過錯的除外。
  2. Recommend as follows now : before mian of noon break, night is being reached after pee everyday, turn over wrapping carefully to coronal shape channel up ( the channel between body of glans, penis ), make it natural slide next

    現推薦如下:天天小便后及午休、夜眠前,小心地將包皮向上翻至冠狀溝(龜頭、陰莖體之間的溝) ,然後讓它自然滑落。
  3. Because of those, the paper systems analysis the complicated geological environment, the character of rock mass ' s stress field and the stability of landslide on the right bank, in addition, the paper also deeply studied the geological engineering problem after the dam was builded in order to provide science datum for engineering decision, and elicited several conclusion : ( 1 ) the character of rock mass ' s stress - strain and new structure stress fieldrfrom the middle of q3 to today, the direction of the maximal principal stress has already changed to the sn, the stress - strain action and three direction of stress have been changed from " potential positive break " to " potential slide "

    同時通過以上的分析研究本文得出了以下主要的結論與認識: ( 1 )最新構造應力場與地殼巖體應力?形變作用的現今特徵:自晚更新世( q _ 3 )中期以來,區域應力場的最大主應力( _ 1 )作用方向轉為近南北向( n10 w )作用並一直持續至今,地殼巖體的三向應力狀態及應力?形變作用經歷了由早期的「潛在正斷型」轉變到近期的「潛在走滑型」兩個不同的發展階段。
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