湖南工业大学学报Issue(5)：15-18,4.DOI:10.3969/j.issn.1673-9833.2015.05.004
土工格室+阶梯型变截面及等截面桩复合地基承载性状对比研究
Comparative Study on Bearing Behaviors of Composite Foundations with Geocell +Step Variable Section Pile and Geocell + Constant Section Pile
摘要
Abstract
Establishes the numerical simulation model for interaction of geocell, piles and soil around piles by simu-lation software FLAC3D, contrasts and analyzes the bearing capacities of the composite foundation with geocell + step variable section piles and the composite foundation with geocell + constant section piles. The results indicate that the composite foundation of geocell + step variable section piles is superior to that of geocell + constant section piles in average pile settlement, soil settlement and pile-soil settlement.关键词
土工格室/阶梯型性变截面桩/等截面桩/数值模拟Key words
geocell/step variable section pile/constant section pile/numerical simulation分类
建筑与水利引用本文复制引用
王宁,刘杰,王威,仵永杰,王勤富..土工格室+阶梯型变截面及等截面桩复合地基承载性状对比研究[J].湖南工业大学学报,2015,(5):15-18,4.基金项目
湖南省自然科学基金资助项目 （）
