樞樁 的英文怎麼說
中文拼音 [shūzhuāng]
樞樁
英文
key pile-
Reinforcement of spillway slope by anti - slide piles for zipingpu water control project
紫坪鋪水利樞紐溢洪道邊坡加固抗滑樁施工In this paper the friction piles are used in zipingpu multi - purpose dam construction project, the spillway in the side slope is covered with overburden, the horizontal area is from sp. 0 + 200m to sp. 0 + 280m, the elevation is about from el. 810m to el. 950m, there is hard and integral rock under the overburden, which provides enough anchor ability, and it ' s requirement to set the friction pile at the appropriate place ; in order to improve the slope stability that suitable excavation or weeding off the disadvantage load on the landslide are good measures, for the scarp it ' s better to reduce the slope
摘要紫坪鋪水利樞紐工程溢洪道樁號0 + 200 ~ 0 + 280 、高程810 ~ 950m范圍的內側邊坡為覆蓋層邊坡，坡體下部有較為完整堅硬的巖石，具備提供足夠錨固力的條件，在適當的位置可以考慮設置抗滑樁，再通過適量的開挖提高邊坡穩定性，或將滑坡體上部不利於穩定的荷載挖除，對于陡坡的坡面可以將坡削緩，則效果會更好。Abstract : in this paper, the writers take the pile - plank wall applied in the railway from maga to putaoqin, a feeder railway to neijiang - kunmin railway line, as an example to introduce the structrue, the construction technology, the method of construction and the writers ? experience in construction. this research provides reference for the projects of the same kind
文摘:以六盤水樞紐內昆鐵路引入線馬嘎至葡萄菁段樁板墻工程為例，介紹了樁板墻的結構特點、施工工藝、施工方法以及施工中的一些體會，可為同類工程借鑒Karst disposal of pilling foundation of xuzhou interchange terminal in beijing - fuzhou expressway
京福高速公路徐州樞紐互通樁基礎的巖溶處治Based on the static loading test and stress testing of piles in situ of the project " taiyuan second long - distance telegraphic hinge ", some researches below have been conducted in this paper. the paper consists of the following two parts : the comparisons of load transfer feature of the resistance among the four types of piles ( that is, the normal cast - in - situ pile, the cast - in - situ pile with post - pressure grouting, the cast - in - situ pile with expanded - base. the cast - in - situ pile with expanded - base and post - pressure grouting ), the bearing capacity of piles affected respectively by the two types of construction technique
本文結合「太原市電信長途第二樞紐工程」樁基現場靜載荷試驗和樁身應力測試試驗，對比、研究了普通灌注直樁、后注漿灌注直樁、擴底灌注樁和擴底后注漿灌注樁四種樁型的荷載傳遞特徵，分析了擴底、后注漿兩種施工工藝對試樁單樁承載力的影響。分享友人