[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fg7DM9lSxxqu5gn0Lr6iqKtTTgBZQ3UP22cJXTMrt7-w":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":27,"type":42},[],"2025-12-17 02:45:52",269251584,[8,9,10,11],"孔隙比","含水率","饱和度","比重",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},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)","通过击实试验可以确定土的最佳( )和最大干密度",[21,29,34,43,52,61,70,79,88,91],{"answer":22,"createTime":23,"id":24,"options":25,"question":26,"source":27,"type":28},[],"2025-11-21 09:29:55",238380244,[],"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\">","v1",4,{"answer":30,"createTime":23,"id":31,"options":32,"question":33,"source":27,"type":28},[],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":35,"createTime":5,"id":36,"options":37,"question":41,"source":27,"type":42},[],269251578,[10,38,39,40],"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":44,"createTime":5,"id":45,"options":46,"question":51,"source":27,"type":42},[],269251579,[47,48,49,50],"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":53,"createTime":5,"id":54,"options":55,"question":60,"source":27,"type":42},[],269251580,[56,57,58,59],"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":62,"createTime":5,"id":63,"options":64,"question":69,"source":27,"type":42},[],269251581,[65,66,67,68],"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":71,"createTime":5,"id":72,"options":73,"question":78,"source":27,"type":42},[],269251582,[74,75,76,77],"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":80,"createTime":5,"id":81,"options":82,"question":87,"source":27,"type":42},[],269251583,[83,84,85,86],"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":89,"createTime":5,"id":6,"options":90,"question":19,"source":27,"type":42},[],[8,9,10,11],{"answer":92,"createTime":5,"id":93,"options":94,"question":99,"source":27,"type":42},[],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"]