海岸工程
海岸工程
해안공정
COASTAL ENGINEERING
2012年
1期
36-45
,共10页
葛云%顾佳%王曼%许庆华%闫玉茹
葛雲%顧佳%王曼%許慶華%閆玉茹
갈운%고가%왕만%허경화%염옥여
盐渍土%八大易溶盐%地下水%腐蚀性%连云港
鹽漬土%八大易溶鹽%地下水%腐蝕性%連雲港
염지토%팔대역용염%지하수%부식성%련운항
saline soil%eight easily dissolved salts%groundwater,corrosion%Lianyungang
通过对连云港徐圩新区土壤中盐渍土八大易溶盐盐度、类型及空间分布的分析得出,该地区盐渍土为典型的氯盐渍土,研究区50m以浅的深度范围土壤类型从上至下依次由超盐渍土——强盐溃土——中盐溃土过渡;土壤中易溶盐盐度、质量浓度、腐蚀性特征均在15mm以浅的范围随深度的加深呈降低趋势;地下水中易溶盐各项指标普遍高于钻孔土壤样品,显示较强的腐蚀性。结果表明,研究区长期以盐场及海水型地下水对该地区土壤的影响较为显著。通过与工程腐蚀评价标准的比对,该区土壤中氯盐在近地表15m以浅的范围内质量浓度较高,达到对钢筋、管线的强烈腐蚀等级,在今后的沿海开发工程中需引以重视。
通過對連雲港徐圩新區土壤中鹽漬土八大易溶鹽鹽度、類型及空間分佈的分析得齣,該地區鹽漬土為典型的氯鹽漬土,研究區50m以淺的深度範圍土壤類型從上至下依次由超鹽漬土——彊鹽潰土——中鹽潰土過渡;土壤中易溶鹽鹽度、質量濃度、腐蝕性特徵均在15mm以淺的範圍隨深度的加深呈降低趨勢;地下水中易溶鹽各項指標普遍高于鑽孔土壤樣品,顯示較彊的腐蝕性。結果錶明,研究區長期以鹽場及海水型地下水對該地區土壤的影響較為顯著。通過與工程腐蝕評價標準的比對,該區土壤中氯鹽在近地錶15m以淺的範圍內質量濃度較高,達到對鋼觔、管線的彊烈腐蝕等級,在今後的沿海開髮工程中需引以重視。
통과대련운항서우신구토양중염지토팔대역용염염도、류형급공간분포적분석득출,해지구염지토위전형적록염지토,연구구50m이천적심도범위토양류형종상지하의차유초염지토——강염궤토——중염궤토과도;토양중역용염염도、질량농도、부식성특정균재15mm이천적범위수심도적가심정강저추세;지하수중역용염각항지표보편고우찬공토양양품,현시교강적부식성。결과표명,연구구장기이염장급해수형지하수대해지구토양적영향교위현저。통과여공정부식평개표준적비대,해구토양중록염재근지표15m이천적범위내질량농도교고,체도대강근、관선적강렬부식등급,재금후적연해개발공정중수인이중시。
Analyses were made of contents of eight easily-dissolved salts, salinity, types and spatial distributions of the saline soil collected from Xuwei of Lianyungang. The re- sults indicate a typical chloride-reach saline soil in the studied area. Within 50m down into the soil, the types of the soil are basipetally hypersaline soil → high saline soil → medium saline soil. The salinity, contents of all dissolved salts and corrosibility of the soil all tend to decrease with the depth within a range shallower than 15m in the soil col- umn. The contents of all items of the dissolved salts are generally higher in the ground- water than in the soil samples from the drillhole, showing a strong corrosibility. All re- sults have indicated that the soil in the studied area has been apparently affected by salt fields and seawater-type of groundwater for a long time. By comparing with the criteria for evaluating the engineering corrosions, the higher content of chloride within the range shallower than 15m in the soil studied has reached up to a strong level of corroding the building reinforcing steel and pipelines, which should be paid more attention to the coastal engineering epnlnrntinns in the future.