建筑工程技术与设计
建築工程技術與設計
건축공정기술여설계
Architectural Engineering Technology and Besign
2015年
9期
2623-2624
,共2页
桩身应力%高速铁路%数值模拟%褥垫层
樁身應力%高速鐵路%數值模擬%褥墊層
장신응력%고속철로%수치모의%욕점층
Pilel stress%high speed railway%Numerical Simulation%cushion
桩身应力是反映复合地基特性的重要因素,是CFG桩复合地基设计中的重要参数。本文对高速铁路CFG桩复合地基桩筏结构进行了数值模拟,研究了桩间距、褥垫层厚度、桩长对桩身应力的影响。研究表明,桩长是主要因素,而桩间距、褥垫层厚度影响较小。
樁身應力是反映複閤地基特性的重要因素,是CFG樁複閤地基設計中的重要參數。本文對高速鐵路CFG樁複閤地基樁筏結構進行瞭數值模擬,研究瞭樁間距、褥墊層厚度、樁長對樁身應力的影響。研究錶明,樁長是主要因素,而樁間距、褥墊層厚度影響較小。
장신응력시반영복합지기특성적중요인소,시CFG장복합지기설계중적중요삼수。본문대고속철로CFG장복합지기장벌결구진행료수치모의,연구료장간거、욕점층후도、장장대장신응력적영향。연구표명,장장시주요인소,이장간거、욕점층후도영향교소。
Pile stress ratio is an important factor to the characteristics of the composite foundation, is an important parameter to design the CFG pile composite foundation.In this article,the CFG pile composite foundation is simulated by Numerical Simulation. such as the pile spacing,cushion thickness and the length of the pile's effect on the pile stress is studied. The reasrearch showed that the length of the pile is a major factor, while the pile spacing,cushion thickness is less affected.