摘要
通过分析滑坡、边坡治理工程中广泛应用的悬臂式抗滑桩存在的问题,提出了一种新型支挡结构一捆绑式抗滑桩,从理论分析和实验研究的角度初步研究了该种抗滑桩的抗弯性能,初步论证了这种支挡结构具有的经济、安全、工期短、受雨季影响小、对场地条件要求不高等优越性,是一种有着广泛应用前景的支挡结构。
By analyzing the shortcoming of the cantilever slide-resistant pile in landslide and slope retaining engineering, the paper presents a new resistant structure, i.e. trussed slide-resistant pile. To study preliminary the moment-resistant capability of this kind of slide-resistant pile by theoretical analysis and experimental investigation, the advantage of this kind of pile, is demonstrated viz. low cost, security, short time for construction, little affected by rainy season , possibility of construction in cabined field etc, and it can be applied in wide range.
出处
《地下空间与工程学报》
CSCD
2008年第3期533-538,共6页
Chinese Journal of Underground Space and Engineering
关键词
捆绑式抗滑桩
抗弯性能
优越性
trussed slide-resistant pile
moment-resistant capability
advantage