山西科技
山西科技
산서과기
SHANXI KEJI
2014年
6期
78-80,81
,共4页
连续梁主墩%深基坑%钢板桩围堰%力学检算
連續樑主墩%深基坑%鋼闆樁圍堰%力學檢算
련속량주돈%심기갱%강판장위언%역학검산
main piers of continuous beam%deep foundation pit%steel sheet pile cofferdam%mechanical calculation
结合新建郑徐客运专线工程实例，着重介绍了郑徐客专芒砀山特大桥深基坑钢板桩围堰的力学检算过程，并指出各项指标均符合相关标准及规范要求，为今后类似基坑支护方式及检算方法提供参考。
結閤新建鄭徐客運專線工程實例，著重介紹瞭鄭徐客專芒碭山特大橋深基坑鋼闆樁圍堰的力學檢算過程，併指齣各項指標均符閤相關標準及規範要求，為今後類似基坑支護方式及檢算方法提供參攷。
결합신건정서객운전선공정실례，착중개소료정서객전망탕산특대교심기갱강판장위언적역학검산과정，병지출각항지표균부합상관표준급규범요구，위금후유사기갱지호방식급검산방법제공삼고。
Connecting with the engineering example of newly-built Zhengzhou-Xuzhou passenger dedicated line, this paper emphatically introduces the process of the mechanical calculation of the steel sheet pile cofferdam of the deep foundation pit of Mangdang Bridge, and points out that all indexes comply with the requirements of relevant standards and specification, providing reference for the supporting mode and calculating method of similar foundation pit in the future.
