[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$f97KdOdX2gce8VIg5xZtk2_XtkWo3dKzNEYZXMpiqPOA":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":18,"related":19,"source":23,"type":24},[],"2025-09-01 05:54:55",215275557,[8,9,10,11],"排水条件","剪切速率","应力状态","应力历史",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":16},70,"dd17c78cbdca7cd775d06f742197543e","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fbb062ff6068e05b64e1dc4486da29b2a.jpg","土质土力学","exam_167364052","在下列影响土的抗剪强度的因素中,最重要的因素是试验时的( )",[20,25,34,44,53,62,71,80,89,98],{"answer":21,"createTime":5,"id":6,"options":22,"question":18,"source":23,"type":24},[],[8,9,10,11],"v1",0,{"answer":26,"createTime":5,"id":27,"options":28,"question":33,"source":23,"type":24},[],215275560,[29,30,31,32],"单面排水","双面排水","不排水","先固结,后不排水","固结试验的排水条件为",{"answer":35,"createTime":36,"id":37,"options":38,"question":43,"source":23,"type":24},[],"2025-09-01 05:54:56",215275563,[39,40,41,42],"构造节理","原生节理","表生节理","剪节理","下列节理不属于按节理成因分类的是( )",{"answer":45,"createTime":36,"id":46,"options":47,"question":52,"source":23,"type":24},[],215275566,[48,49,50,51],"挡土墙的高度","挡土墙的刚度","挡土墙的位移方向及大小","挡土墙填土类型","在影响挡土墙土压力的诸多因素中,( )是最主要的因素",{"answer":54,"createTime":36,"id":55,"options":56,"question":61,"source":23,"type":24},[],215275569,[57,58,59,60],"密度","稠度","密实度","孔隙率","土的物理状态,对于无粘性土是指土的()",{"answer":63,"createTime":36,"id":64,"options":65,"question":70,"source":23,"type":24},[],215275572,[66,67,68,69],"岩层在空间的位置和分布","岩层在空间的延伸方向","岩层在空间的倾斜方向","岩层在空间的倾斜程度","岩层产状是指()",{"answer":72,"createTime":36,"id":73,"options":74,"question":79,"source":23,"type":24},[],215275575,[75,76,77,78],"溯源侵蚀","刨蚀","下蚀","侧蚀","河流侵蚀地貌的形成不包括哪种作用()",{"answer":81,"createTime":36,"id":82,"options":83,"question":88,"source":23,"type":24},[],215275579,[84,85,86,87],"孔隙体积的减小","土粒体积的压缩","土中水的压缩","土中空气的压缩","土体压缩变形的实质是",{"answer":90,"createTime":36,"id":91,"options":92,"question":97,"source":23,"type":24},[],215275583,[93,94,95,96],"孔隙水压力u相应增加","隙水压力u相应减少","总应力σ相应增加","总应力σ相应减少","在饱和土的排水固结过程中,若外荷载不变,则随着土中有效应力σ'的增加,( )",{"answer":99,"createTime":36,"id":100,"options":101,"question":106,"source":23,"type":24},[],215275587,[102,103,104,105],"基础底面","天然地面","室内设计地面","室外设计地面","基底附加应力p0作用下,地基中附加应力随深度Z增大而减小,Z的起算点为"]