摘要
基坑工程中常采用土体加固措施来减少围护结构的侧移。为了探讨坑中坑土体加固对悬臂式围护结构的影响规律,利用ABAQUS有限元软件,建立坑中坑土体加固的弹塑性计算模型,讨论加固深宽、宽度、加固刚度、加固体位置、加固体尺寸对内外坑围护结构的影响。计算结果表明:被动区加固宽度、深度、刚度都存在一个最优范围,超过该范围之后,对基坑围护结构加固效果不再明显;在坑中坑类型的基坑中,外坑被动区阶梯型加固能达到全尺寸加固的效果,因此经济上更加合理;当各阶梯加固的深度和宽度相等时,加固效果较好。研究结果可为坑中坑围护结构实际工程的应用提供参考。
Soil reinforcement is often used to reduce the lateral deformation of retairiing structure in foundation pit projects. In order to study the influence of pit-in-pit soil reinforcement on cantilever retaining structure, we estab- lished an elasticity-plasticity calculation model for soil reinforcement of pit-in-pit by using ABAQUS and discussed the effects of depth, width, stiffness, location and size of reinforcement body on retaining structures of inner pit and outer pit. Calculated results show that 1 ） there is an optimum interval for the values of depth, width, and stiffness of passive reinforcement zone respectively, beyond which the reinforcement effect on retaining structure of pit will be not obvious;2）for pit-in-pit, the effect of stepped reinforcement in the passive zone of outer pit could reach that of full-size soil reinforcement, hence is more economic;3）when reinforcement width and reinforcement depth of each step are approximately equal, the reinforcement effect is good. Finally, the research results can be taken as reference for pit-in-pit retaining structure in actual projects.
作者
江杰
胡何
冯野
马少坤
刘莹
JIANG Jie HU He FENG Ye MA Shao-kun LIU Yin(College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China Key Laboratory of Disaster Prevention and Structural Safety, Guangxi University, Nanning 530004, China Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin 541004, China)
出处
《长江科学院院报》
CSCD
北大核心
2017年第3期58-62,66,共6页
Journal of Changjiang River Scientific Research Institute
基金
国家自然科学基金项目(51568006
41362016)
广西重点实验室系统性研究项目资助(2016ZDX11)
广西岩土力学与工程重点实验室资助课题(14KF03
13KF02)
广西科技厅岩土与地下工程创新团队项目(2016GXNSFGA380008)
