浮力樁 的英文怎麼說
中文拼音 [fúlìzhuāng]
浮力樁
英文
buoyat pile-
In which, it gives inquiring of the construction of deep - water foundations and the usage of floating crane. the construction program of bridge pier foundation will be fixed according to the water depth. if the water depth is less than 4m, pier foundation will adopt the method of building island by earth filling ; if the water depth is more than 4m and there is over burden at river bed, at the same time, it has sufficient bearing capacity to load steel pipe pile, the steel pipe pile platform will be adopted
其中，對深水基礎的施工及浮吊的使用進行了探討，根據水深確定橋墩基礎的施工方法，對水深不超過四米的橋墩基礎，採用填土築島的方法：對水深大於四米，河床有覆蓋層，且能保證鋼管樁具有足夠的承載力的橋墩，採用鋼管樁平臺；對主河道上河床沒有覆蓋層，鋼管樁無法插打的橋墩，採用浮式平臺。Influence analysis of mud on anti - buoyant pile sustain stress
護壁泥漿對抗浮樁承載力的影響分析Secondly, based on the theoretical analysis of the chosen anti - slipping scheme, anti - slipping stress test, strength test of sealed - cover concrete, anti - floating test of cofferdam, stress test of supporting pile and stress test of stability are processed respectively, which proves that the new scheme presented in this paper is feasible
然後對選定的抗滑方案進行理論分析，分別進行抗滑受力檢算、封底混凝土強度檢算、鋼圍堰抗浮檢算、支樁受力檢算和穩定受力檢算，從理論上驗證本方案的可行性。Yacht marina, transport marina, travel marina, pontoon, passenger transport marina, fishing marina, piling dock, heavy load dock, caisson dock, engineering consulting, design, construction
一、遊艇碼頭、交通碼頭、旅遊碼頭、客運碼頭、漁人碼頭、高樁碼頭、重力碼頭、沉箱結構碼頭、浮動碼頭、浮橋、工程咨詢、設計、施工。Based on the analysis of the inadequacy of the lifting capacity of piling barge in large - diameter prestressed concrete pipe pile driving construction, the measure of applying buoyancy generated by cavity drainage to remedy the inadequacy is put forward
摘要針對混凝土大直徑管樁沉樁施工時打樁船吊裝能力存在不足的問題進行了分析，提出了利用管樁空腔排水產生的浮托力來彌補的措施。Considering that the load was added in steps, dynamic design based on in - sile test parameter is an effective and practical method. based on the author ' s experience of djm composite ground engineering, and two projects of highway djm composite ground, it systemically analyzed and summarized the in - site test result as well as the settlement deformation, pore water pressure dissipation, deep horizontal displacement, stress ratio, stress of pile. etc. it also compares the in - site test results of djm composite ground with or without rigid bearing stratum, and draws many practical conclusions
根據筆者多年粉噴樁加固路基工程的經驗，結合兩個高等級道路粉噴樁加固路基工程實例，全面系統地分析和總結了現場試驗路段試驗結果，對攪拌樁復合地基沉降特性、孔壓消散特性、深層水平位移特性、樁土應力比、樁身應變等作了深入細致地分析，對有硬持力層和無硬持力層（浮樁）的粉噴樁復合地基現場試驗結果作了對比，得到了許多有應用價值的結論。分享友人