現澆樁 的英文怎麼說
中文拼音 [xiànjiāozhuāng]
現澆樁
英文
cast-in-situ pile-
As a new foundation improvement technology, the cast - in - situ concrete thin - wall pipe pile ( pcc pile ) is applied widely in the construction of the highway, civil architecture, haven and sea embankment etc. the pcc pile has a great prospect because it has superiority in the treatment of soils, such as construction period, cost and environment protection
現澆混凝土薄壁管樁（簡稱pcc樁）及其復合地基是一種全新的地基處理新技術，已應用於高速公路、民用建築、港口、海堤等工程建設中， pcc樁在處理效果、工期、造價、環保等方面具有較大的優越性，因此在地基處理中具有廣闊的應用前景。Performance of cast - in - situ concrete thin - wall pipe pile composite foundation under road embankment
路堤下現澆薄壁管樁復合地基工作特性分析In - situ concrete pile
現場澆築混凝土樁Techique of pumping concrete used in high pier construction
鋼管樁和貝雷片支架在現澆箱梁施工中的應用Construction technology of strengthening soft foundation by cast - in - situ concrete thin - wall tubular pile
現澆混凝土薄壁管樁加固軟土地基技術In order to have more load capacity in drilling pile, size of drilling holes may be increased, or enlarged the end of pile by explosion, or driving the cast - in - place pile twice
為了提高鉆孔樁承載能力，可在鉆孔時孔頭擴大，也可以採用爆破法使樁頭擴大，現澆混凝土樁二次復打也可提高承載能力Application of large - diameter thin - wall cast - in - situ concrete pipe piles in ocean structures
大直徑現澆混凝土薄壁筒樁在圍海工程中的應用研究Thin - wall cast - in - situ tubular pile is a new type of high quality pile, which has been applied in soft ground treatment
摘要大直徑現澆混凝土薄壁筒樁為高速公路軟弱地基處理中的一種新型高效優質樁。Nowadays, the pcc pile have been widely used for soft ground improvement and application of foundation engineering. the behavior of pcc pile, that subjected to lateral load has been studied in this paper. the behavior of the pcc pile has involved moment and horizontal displacement and load of pcc pile. they are studied by in the physical model experimen, field test finite element numerical analysis, and exponential progression solution. in additional, the comparatively computal analysis are carried out among pcc pile, cast - in - situ concrete circular pile, prefabricate concrete square pile, and obtain some signification conclusion
本文主要圍繞現澆混凝土薄壁管樁（以下簡稱pcc樁）這一新型的樁基結構型式的水平承載性狀展開研究，通過室內模型試驗、現場試驗、有限元數值模擬分析試驗及彈性冪級數解析法分析等手段，對pcc樁水平承載的樁身受力性狀，樁身撓曲位移，樁身彎距分佈，樁與樁周土相互作用的地基反力等幾方面進行了初步的探討和研究，最後將pcc樁與目前工程中的兩種常用於承受水平荷載的樁型進行對比計算分析，得到有意義的結論。分享友人