某承重砖墙厚240mm,传至条形基础顶面处的轴心荷载F k =150kN/m。该处土层自地表起依次分布如下:第一层为粉质黏土,厚度2.2m,γ=17kN/m 3 ,e=0.91,f ak =130kPa,E s1 =8.1MPa;第二层为淤泥,厚度1.6m,f ak =65kPa,E s2 =2.6MPa;第三层为中密中砂。地下水位在淤泥顶面处。建筑物对基础埋深没有特珠要求,且不必考虑土的冻胀问题。
【单选题】I would probably try to find a better job if I in your position. 17. If you are busy to attend the meeting, you can send your assistant to take your place.