典型文献
Influences of different modifiers on the disintegration of improved granite residual soil under wet and dry cycles
文献摘要：
The disintegration of granite residual soil is especially affected by variations in physical and chemical properties.Serious geologic hazards or engineering problems are closely related to the disintegration of granite residual soil in certain areas.Research on the mechanical properties and controlling mecha-nisms of disintegration has become a hot issue in practical engineering.In this paper,the disintegration characteristics of improved granite residual soil are studied by using a wet and dry cycle disintegration instrument,and the improvement mechanism is analyzed.The results show that the disintegration amounts and disintegration ratios of soil samples treated with different curing agents are obviously dif-ferent.The disintegration process of improved granite residual soil can be roughly divided into 5 stages:the forcible water intrusion stage,microcrack and fissure development stage,curing and strengthening stage,stable stage,and sudden disintegration stage.The disintegration of granite residual soil is caused by the weakening of the cementation between soil particles under the action of water.When the disin-tegration force is greater than the anti-disintegration force of soil,the soil will disintegrate.Cement and lime mainly rely on ion exchange agglomeration,the inclusion effect of curing agents on soil particles,the hard coagulation reaction and carbonation to strengthen granite residual soil.Kaolinite mainly depends on the reversibility of its own cementation to improve and strengthen granite residual soil.The reversibil-ity of kaolinite cementation is verified by investigating pure kaolinite with a tensile,soaking,drying and tensile test cycle.Research on the disintegration characteristics and disintegration mechanism of improved granite residual soil is of certain reference value for soil modification.
文献关键词：
中图分类号：
作者姓名：
Yinlei Sun;Qixin Liu;Hansheng Xu;Yuxi Wang;Liansheng Tang
作者机构：
School of Earth Science and Engineering,Sun Yat-Sen University.Zhuhai 519082,China;Guangdong Provincial Key Lab of Geodynamics and Geohazards,Zhuhai 519082,China;Southern Marine Science and Engineering Guangdong Laboratory(Zhuhai),Zhuhai 519082,China
文献出处：
引用格式：
[1]Yinlei Sun;Qixin Liu;Hansheng Xu;Yuxi Wang;Liansheng Tang-.Influences of different modifiers on the disintegration of improved granite residual soil under wet and dry cycles)[J].矿业科学技术学报（英文版）,2022(04):831-845
A类：
forcible,disintegrate,reversibil
B类：
Influences,different,modifiers,disintegration,improved,granite,residual,soil,under,wet,cycles,especially,affected,by,variations,physical,chemical,properties,Serious,geologic,hazards,engineering,problems,closely,related,certain,areas,Research,mechanical,controlling,nisms,has,become,hot,issue,practical,this,paper,characteristics,studied,using,instrument,improvement,mechanism,analyzed,results,show,that,amounts,ratios,samples,treated,curing,agents,obviously,process,can,roughly,divided,into,stages,water,intrusion,microcrack,fissure,development,strengthening,stable,sudden,caused,weakening,cementation,between,particles,When,force,greater,than,anti,will,Cement,lime,mainly,rely,exchange,agglomeration,inclusion,effect,hard,coagulation,reaction,carbonation,Kaolinite,depends,reversibility,its,own,kaolinite,verified,investigating,pure,tensile,soaking,drying,test,reference,value,modification
AB值：
0.436651
相似文献
机标中图分类号，由域田数据科技根据网络公开资料自动分析生成，仅供学习研究参考。
