A.應以挖探、簡單鉆探、觸探為主 B.在代表性設計路段,每個斷面應布置2~4個勘探孔,并有1~2個控制性勘探孔 C.沉降計算的勘探深度不應小于地基壓縮層深度 D.代表性工點中,對硬層及每個軟土層的強度指標均進行測試,且每層不少于6組
A.R=Quk/rs+Qpk/rp B.R=Quk/rsp C.R=ηspQuk/rsp+ηCQCk/rC D.R=ηsQsk/rs+ηpQpk/rp+ηCQCk/rC
A.(2-6)D B.(3-10)D C.(1-2)D D.(0.5-1.5)D