{"title":"埃及西部沙漠膨胀土的地质与工程特征","authors":"A. Elshater","doi":"10.19080/cerj.2019.07.555707","DOIUrl":null,"url":null,"abstract":"Expansive shale has been found extensively in all over the world especially in arid and semi-arid regions. Egypt as a country from north Africa has alot areas having expansive soil. Superficial clay soil with the potential to shrink or swell with different degree of expansion covers large areas of many cities in New Valley Government such as Garb El-Mawhoob area. These problems include cracking, break-up of pavements, heaving, and damaging building foundations. Different laboratory tests were carried out on this soil including, natural water content, grain size distribution, Aterberge limits, unconfined compressive strength, swell potential and swelling pressure. These tests were supported by mineralogical investigations such as X-ray diffraction (XRD), scanning Electron Microscopy (SEM) and Differential thermal analysis (DTA). These soils were evaluated based on physico-chemical and geotechnical measurements. Its swelling potentiality (free swelling, swelling percent and swelling pressure) has a direct relationship with clay fraction content, plasticity index (PI) and cation exchange capacity (CEC). Furthermore, the clay fraction percent has a strong direct proportional relation to free swelling, plasticity index (PI) and cation exchange capacity (CEC). Also, the results of these tests showed that the clay in this area has considerable quantities of smectite resulting in the expansive character of these soils","PeriodicalId":30320,"journal":{"name":"Constructii Journal of Civil Engineering Research","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2019-02-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":"{\"title\":\"Geological and Engineering Characteristics of Expansive Soils in Western Desert, Egypt\",\"authors\":\"A. Elshater\",\"doi\":\"10.19080/cerj.2019.07.555707\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Expansive shale has been found extensively in all over the world especially in arid and semi-arid regions. Egypt as a country from north Africa has alot areas having expansive soil. Superficial clay soil with the potential to shrink or swell with different degree of expansion covers large areas of many cities in New Valley Government such as Garb El-Mawhoob area. These problems include cracking, break-up of pavements, heaving, and damaging building foundations. Different laboratory tests were carried out on this soil including, natural water content, grain size distribution, Aterberge limits, unconfined compressive strength, swell potential and swelling pressure. These tests were supported by mineralogical investigations such as X-ray diffraction (XRD), scanning Electron Microscopy (SEM) and Differential thermal analysis (DTA). These soils were evaluated based on physico-chemical and geotechnical measurements. Its swelling potentiality (free swelling, swelling percent and swelling pressure) has a direct relationship with clay fraction content, plasticity index (PI) and cation exchange capacity (CEC). Furthermore, the clay fraction percent has a strong direct proportional relation to free swelling, plasticity index (PI) and cation exchange capacity (CEC). Also, the results of these tests showed that the clay in this area has considerable quantities of smectite resulting in the expansive character of these soils\",\"PeriodicalId\":30320,\"journal\":{\"name\":\"Constructii Journal of Civil Engineering Research\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-02-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Constructii Journal of Civil Engineering Research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.19080/cerj.2019.07.555707\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Constructii Journal of Civil Engineering Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.19080/cerj.2019.07.555707","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 4
摘要
膨胀页岩在世界范围内被广泛发现,特别是在干旱和半干旱地区。埃及作为一个来自北非的国家,有许多地区拥有广阔的土壤。在Garb El-Mawhoob地区等New Valley Government的许多城市中,有可能因不同程度的扩张而收缩或膨胀的浅层粘土覆盖了大片地区。这些问题包括路面开裂、破裂、隆起和破坏建筑基础。对该土进行了天然含水量、粒径分布、阿特贝格极限、无侧限抗压强度、膨胀势和膨胀压力等室内试验。这些测试得到了x射线衍射(XRD)、扫描电镜(SEM)和差热分析(DTA)等矿物学研究的支持。对这些土壤进行了物理化学和岩土工程测量。其溶胀势(自由溶胀率、溶胀率和溶胀压力)与粘土组分含量、塑性指数(PI)和阳离子交换容量(CEC)有直接关系。粘土掺量与自由溶胀、塑性指数(PI)和阳离子交换容量(CEC)呈正相关。此外,这些试验的结果表明,在这个地区的粘土有相当数量的蒙脱石导致这些土壤的膨胀特性
Geological and Engineering Characteristics of Expansive Soils in Western Desert, Egypt
Expansive shale has been found extensively in all over the world especially in arid and semi-arid regions. Egypt as a country from north Africa has alot areas having expansive soil. Superficial clay soil with the potential to shrink or swell with different degree of expansion covers large areas of many cities in New Valley Government such as Garb El-Mawhoob area. These problems include cracking, break-up of pavements, heaving, and damaging building foundations. Different laboratory tests were carried out on this soil including, natural water content, grain size distribution, Aterberge limits, unconfined compressive strength, swell potential and swelling pressure. These tests were supported by mineralogical investigations such as X-ray diffraction (XRD), scanning Electron Microscopy (SEM) and Differential thermal analysis (DTA). These soils were evaluated based on physico-chemical and geotechnical measurements. Its swelling potentiality (free swelling, swelling percent and swelling pressure) has a direct relationship with clay fraction content, plasticity index (PI) and cation exchange capacity (CEC). Furthermore, the clay fraction percent has a strong direct proportional relation to free swelling, plasticity index (PI) and cation exchange capacity (CEC). Also, the results of these tests showed that the clay in this area has considerable quantities of smectite resulting in the expansive character of these soils