[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fnotYklxdwJaYH4ueRqd5vsNDVlISe4z9jTgL63Xe4Hk":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":30,"type":31},[],"2025-11-19 05:10:34",236576948,[8,9,10,11],"加速度时程","速度时程","位移时程","运动时程",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},30,"74570ec8b341dcb583c911160252074a","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F56362ab41b703de2db0818f259489e7e.jpg","岩土工程勘察（第三期）","92978f923e6b4b40b47ffbca834cbc6c","作业二","地震动表示地表附近岩土体质点的加速度、速度或位移随时间的变化过程,也即()",[21,32,41,50,59,68,77,80,89,98],{"answer":22,"createTime":5,"id":23,"options":24,"question":29,"source":30,"type":31},[],236576942,[25,26,27,28],"工程地质勘察实际材料图","工程地质编录图","工程地质分析图","专门工程地质图","按工程要求和内容,工程地质图可分为如下类型 ()","v1",1,{"answer":33,"createTime":5,"id":34,"options":35,"question":40,"source":30,"type":31},[],236576943,[36,37,38,39],"工程地质柱状图、剖面图或立体投影图","室内试验和原位测试成果图表","岩土利用、整治、改造方案的有关图表","岩土工程计算简图及计算成果图表","报告应附图表类型包括:场地工程地质图(附勘察工程布置)和()",{"answer":42,"createTime":5,"id":43,"options":44,"question":49,"source":30,"type":31},[],236576944,[45,46,47,48],"崩塌区的地形地貌及崩塌类型、规模、范围,崩塌体的尺寸和崩落方向","崩塌区的岩性特征、风化程度和地下水的活动情况","崩塌区的地质构造、岩体结构面发育情况","气象、水文和地震活动情况","崩塌勘察应查明的内容包括()",{"answer":51,"createTime":5,"id":52,"options":53,"question":58,"source":30,"type":31},[],236576945,[54,55,56,57],"第四纪地质","构造运动","水文地质","工程活动","地貌与岩性、地质构造、()以及各种不良地质现象的关系密切",{"answer":60,"createTime":5,"id":61,"options":62,"question":67,"source":30,"type":31},[],236576946,[63,64,65,66],"脆性破裂","块体滑动和塌方","层状弯折和拱曲","塑性变形和膨胀","地下洞室围岩变形破坏的主要类型有()",{"answer":69,"createTime":5,"id":70,"options":71,"question":76,"source":30,"type":31},[],236576947,[72,73,74,75],"地下破坏效应","地面破裂效应","地基失效","斜坡破坏效应","地震的地面破坏效应分为",{"answer":78,"createTime":5,"id":6,"options":79,"question":19,"source":30,"type":31},[],[8,9,10,11],{"answer":81,"createTime":5,"id":82,"options":83,"question":88,"source":30,"type":31},[],236576949,[84,85,86,87],"设备简单且坚固耐用","操作及测试方法容易","适应性广,砂土、粉土、砾石土、软岩、强风化岩石及粘性土均可","快速、经济,能连续测试土层","动力触探技术特点",{"answer":90,"createTime":5,"id":91,"options":92,"question":97,"source":30,"type":31},[],236576950,[93,94,95,96],"基岩或密实的硬土层","无活动断裂和大断裂破碎带","地下水位埋深较大","崩塌、滑坡、岩溶等不良地质现象不发育","对抗震有利的建筑场地条件有:地形平坦开阔;()",{"answer":99,"createTime":5,"id":100,"options":101,"question":106,"source":30,"type":31},[],236576951,[102,103,104,105],"桩基横向承载力确定","选择桩基础类型与桩端持力层","估算负摩擦力","群桩承载力与群桩沉降验算","房屋建筑与构筑物桩基础岩土工程评价内容包括:单桩承载力确定和()"]