砂卵石土的剪切流变特性研究  

Shear Rheological Properties of Sandy Pebble Soil

作　　者：陈沅江[1] 史志华 CHEN Yuanjiang;SHI Zhihua(School of Resources and Safety Engineering,Central South University,Changsha 410083,Hunan,China)

机构地区：[1]中南大学资源与安全工程学院

出　　处：《黄金科学技术》2019年第3期378-384,共7页Gold Science and Technology

基　　金：国家自然科学基金项目“基于深海稀软底质流变分析的履带式集矿机行走特性及结构优化”(编号:51274251)资助

摘　　要：应用RYL-600岩石剪切流变仪对长沙市某边坡砂卵石土试样进行剪切流变试验,分析砂卵石土的剪切流变特性。试验表明正应力越高时,能够引起砂卵石土试件发生剪切流变破坏的剪切应力也随之增高。砂卵石土剪切流变在低于长期抗剪切强度的应力作用下,表现出黏弹特性;在高于长期强度的应力作用下,表现出黏弹塑性。应用五元黏弹性模型与VR黏塑性模型串联得到的黏弹塑性模型对砂卵石土全程流变曲线进行模拟,将拟合结果与试验数据进行分析比较,验证了新模型具有正确性和合理性,这对砂卵石土工程具有重要的指导意义和参考价值。Sandy pebble soil has been widely used in engineering applications,such as railway subgrade,high earth-rock dams,bridge piers due to its excellent compaction performance and strong water permeability.At present,the research on the mechanical properties of sandy pebble soil at home and abroad mainly focuses on:(1)The dynamic deformation strength characteristics under complex stress state;(2)The effects of different density and water content on the mechanical parameters;(3)The simulation software to reflect the mechanical failure phenomenon of sandy pebble soil and calculate the mechanical parameters.The instability of rock mass is mainly caused by the slippage of rock mass along the failure surface under shear stress,but there was no research on shear rheological properties of sandy pebble soil at home and abroad.Shear rheological tests on sandy pebble soil under different normal stresses was carried out,and mechanical analysis and shear rheological model research were conducted based on experimental data to provide scientific analysis for the stability of sandy pebble soil engineering,thus ensuring long-term safety of sandy pebble soil engineering operations.The specific process of the test was to carry out the shear rheological test of the sandy pebble soil by the stepwise incremental loading method the normal stress of 0.025 MPa and 0.0375 MPa were applied to the two sets of samples,when the stability was stable for more than 24 h.Then the shear stress was applied from the low to the high grading time.When the displacement of the rheology within 24 h was not more than 0.001 mm,the deformation was considered to be relatively stable,and the next-stage shear stress can be applied. Did this until the test piece breaks. The RYL-600 rock shear rheometer recorded the rheological data for the entire process. Some classical viscoelastic models were used to simulate and compare the rheological curves before the accelerated rheology under 0.025 MPa normal stress and 0.203 MPa shear stress. It was known that the five-eleme

关 键 词：砂卵石土 长期强度 黏弹塑性 剪切流变模型 

分 类 号：TU455[建筑科学—岩土工程]