文档介绍：该【《地基基础》课程作业3 】是由【朱老师】上传分享，文档一共【7】页，该文档可以免费在线阅读，需要了解更多关于【《地基基础》课程作业3 】的内容，可以使用淘豆网的站内搜索功能，选择自己适合的文档，以下文字是截取该文章内的部分文字，如需要获得完整电子版，请下载此文档到您的设备，方便您编辑和打印。ountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresist?地基根底?课程形成性考核册学校名称:_______________________姓名:_______________________学号:_______________________班级:_______________________江苏开放大学ountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresist?地基根底?形考作业3说明:本次作业包括第7、8章的内容,请于12周之前完成。〔每题5分,共60分〕?土体系荷载的传递过程。答::?答:ountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,。答:?答:?答:?单桩和群桩的工作性状有何差异?答:ountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,?答:?答:?答:?答:ountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,?答:二、计算题〔第1、2小题各10分,第3小题20分,共40分〕〔图〕,×,,作用于地面标高的荷载F=3600kN,M=500kN·m,求A、B两桩受力各是多少?ountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,〔图〕,柱传至顶面的荷载为F=3600kN,M=1100kN·m,采用方形混凝土预制桩,截面尺寸300mm×300mm,,。桩基平面布置和地基地质条件如图7-22所示。试验算桩基承载力是否满足要求。ountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,enhanceleadersabilitytoresistountability,-disciplineofleadingcadreshonestyinpoliticsandeducationwork,。桩的截面为300mm′300mm,柱的截面尺寸为500mm′500mm,承台底标高-,作用于室内地面标高〔±〕处的竖向力标准值F+G=1800kN,作用于承台顶标高的水平剪力根本组合值V=40kN,弯矩根本组合值M=200kN?m〔图〕。基桩承载力设计值R=230kN,承台混凝土强度等级为C20〔fc=10N/mm2,ft=〕,承台配筋采用Ⅰ级钢筋〔fy=210N/mm2〕。要求:试按?建筑桩基技术标准?JG94-94设计桩基。3.