土木建筑与环境工程
土木建築與環境工程
토목건축여배경공정
JOURNAL OF CIVIL, ARCHITECTURAL & ENVIRONMENTAL ENGINEERING
2014年
6期
94-98
,共5页
重金属%污染土%抗剪强度%力学性质
重金屬%汙染土%抗剪彊度%力學性質
중금속%오염토%항전강도%역학성질
heavy metals%contaminated soil%shear strength%mechanical properties
通过将重金属冶炼企业的尾矿库、废料堆填区采取重金属尾矿样品,与无污染净土进行混合,制作不同重金属污染物含量的土样,进行物化分析、直接剪切试验与无侧限抗压强度等试验,研究了重金属污染物的不同含量对土体强度特性的影响。试验结果表明,重金属污染物对土体强度特性有较大影响,随着污染物浓度的增加,其粘聚力增大,则内摩擦角呈降低趋势。在同一含水量的情况下,随着重金属污染土含量的增加,其强度总体上有减小的趋势。强度随着重金属污染土掺入比的增加,其降低量也逐渐增加,降低量约为35%~60%。重金属污染物通过土颗粒间双电层与水膜厚度与表面性质,打破颗粒间的电离平衡,从而改变土体的强度性质。
通過將重金屬冶煉企業的尾礦庫、廢料堆填區採取重金屬尾礦樣品,與無汙染淨土進行混閤,製作不同重金屬汙染物含量的土樣,進行物化分析、直接剪切試驗與無側限抗壓彊度等試驗,研究瞭重金屬汙染物的不同含量對土體彊度特性的影響。試驗結果錶明,重金屬汙染物對土體彊度特性有較大影響,隨著汙染物濃度的增加,其粘聚力增大,則內摩抆角呈降低趨勢。在同一含水量的情況下,隨著重金屬汙染土含量的增加,其彊度總體上有減小的趨勢。彊度隨著重金屬汙染土摻入比的增加,其降低量也逐漸增加,降低量約為35%~60%。重金屬汙染物通過土顆粒間雙電層與水膜厚度與錶麵性質,打破顆粒間的電離平衡,從而改變土體的彊度性質。
통과장중금속야련기업적미광고、폐료퇴전구채취중금속미광양품,여무오염정토진행혼합,제작불동중금속오염물함량적토양,진행물화분석、직접전절시험여무측한항압강도등시험,연구료중금속오염물적불동함량대토체강도특성적영향。시험결과표명,중금속오염물대토체강도특성유교대영향,수착오염물농도적증가,기점취력증대,칙내마찰각정강저추세。재동일함수량적정황하,수착중금속오염토함량적증가,기강도총체상유감소적추세。강도수착중금속오염토참입비적증가,기강저량야축점증가,강저량약위35%~60%。중금속오염물통과토과립간쌍전층여수막후도여표면성질,타파과립간적전리평형,종이개변토체적강도성질。
The samples contaminated by heavy metal were taken from tailing pond and landfill site of wastes The different heavy metal contamination samples with different incorporation ratio are respectively mixed with the undisturbed soil . The content analysis of heavy metal , direct shear test and unconfined compression strength test are carried out in order to study the strength properties of the heavy metal pollution .T he results of test and analysis show that :the heavy metal pollution has a very strong impact on the strength properties of soil .With the increase of concentration of heavy metal pollutants i ,c‐value gradually increased and φvalue decreased .Under the same water content ,the unconfined compression strength is reduced with the increase of heavy metal content .The strength will decrease by approximately 35% ~60% .The characteristics of the diffuse double layer and the thickness of the water film between the soil particles will change when the heavy metal contaminants the soil ,the balance relationship between cationic and anionic on the soil surface will also be broken . Therefore , the strength properties of the contaminanted soil will change .