[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fmg0SX1dICbQ-BKON1N_ieygXrNYu-wpAS74MITqqQfs":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":8,"question":15,"related":16,"source":20,"type":21},[],"2025-11-21 09:29:55",238380244,[],{"count":9,"courseId":10,"courseImg":11,"courseName":12,"workId":13,"workName":14},42,"53e1d2ef4961cca8eea3e23969ad2cb9","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F03a579384a6dc297c89809b582fcc767.png","默认课程","exam_167497857","单元考试一(时长12分钟)","文件准备2 <iframe src="54679af29e3b6f257a4bc7d31eadd825"><\u002Fiframe> 1、在"电脑桌面"新建文件夹名为:"学号+姓名"(以下简称 " T口 " ),将"素材.rar"文件下载到桌面并解压得到"素材"文件夹;(8分) 2、将 "素材" 文件夹中的所有文件复制到T口文件夹中.(8分) 3、在 T口 文件夹中新建文件夹名为:"pic"、"word"、"excel"、"ppt" 四个子文件夹(8分),将T口文件夹中所有"图像文件"移动到"pic"文件夹中.所有word文件、excel文件、ppt文件分别移动到相应的"word"、"excel"、"ppt" 文件夹内.(10分) 4、完成以上操作后将 "excel" 文件夹内容截图并上交.(6分) 注:(1)凡是操作内容与文件夹有关,截图必须包含文件路径信息,否则酌情扣分; (2)必须使用电脑截图,禁止手机拍照上交; (3)全屏方式截图将少量扣分,完整截图应包含提交人的"学号+姓名"水印(如下图),之后同理不再提示. \u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F8551fdd3770817177da42fc6665b661a.png\">",[17,22,27,38,47,56,65,74,83,91],{"answer":18,"createTime":5,"id":6,"options":19,"question":15,"source":20,"type":21},[],[],"v1",4,{"answer":23,"createTime":5,"id":24,"options":25,"question":26,"source":20,"type":21},[],238380245,[],"创建 "excel "文件夹的压缩文件,命名为 "excel.rar",存放路径为:桌面\\T口.(7分) 6、创建 "excel" 文件夹的快捷方式,命名为 "表格",存放路径为:桌面\\T口.(7分) 7、将T口文件夹中的文件 "st2.txt" 重命名为"ssss.txt" .(7分) 8、删除T口文件夹中的 "TXT1.txt".(6分) 9、在T口文件夹中新建文本文件并以"学号+姓名"命名.(7分) 10、完成以上所有操作后,将T口文件夹内容采用"截图+水印"方式上交(截图至少要包含:完整文件路径、操作完成内容,否则酌情扣分).",{"answer":28,"createTime":29,"id":30,"options":31,"question":36,"source":20,"type":37},[],"2025-12-17 02:45:52",269251578,[32,33,34,35],"饱和度","稠度界限","塑限","软硬度","黏性土从一种状态转变为另一状态,可用某一界限含水量来区分,这种界限含水量称为( )",0,{"answer":39,"createTime":29,"id":40,"options":41,"question":46,"source":20,"type":37},[],269251579,[42,43,44,45],"土越密实","土的压缩性越高","土越坚硬","土的压缩性越低","土的压缩系数越大,说明( )",{"answer":48,"createTime":29,"id":49,"options":50,"question":55,"source":20,"type":37},[],269251580,[51,52,53,54],"渗透流量","水力梯度","土粒粒径","孔隙水压力","达西定律认为,渗流速度与( )成正比",{"answer":57,"createTime":29,"id":58,"options":59,"question":64,"source":20,"type":37},[],269251581,[60,61,62,63],"应力-应变","干密度-含水率","孔隙比-压力","强度-时间","通过击实试验可以得到土的( )关系",{"answer":66,"createTime":29,"id":67,"options":68,"question":73,"source":20,"type":37},[],269251582,[69,70,71,72],"越低","不变","越高","无法判断","在固结试验中,e-p曲线越陡,表示土的压缩性( )",{"answer":75,"createTime":29,"id":76,"options":77,"question":82,"source":20,"type":37},[],269251583,[78,79,80,81],"超固结土","正常固结土","欠固结土","以上都是","在地基沉降计算中,需要考虑应力历史影响的土是( )",{"answer":84,"createTime":29,"id":85,"options":86,"question":90,"source":20,"type":37},[],269251584,[87,88,32,89],"孔隙比","含水率","比重","通过击实试验可以确定土的最佳( )和最大干密度",{"answer":92,"createTime":29,"id":93,"options":94,"question":99,"source":20,"type":37},[],269251585,[95,96,97,98],"管涌","渗流","冻土","流砂","现象发生在土粒表面渗流逸出处,不发生在土体内部"]