题目内容

Task 2
Directions: This task is the same as Task 1. The 5 questions or unfinished statements are numbered 41 through 45.
December 22, 2004
Dear Ms. Lin,
By the end of 1997, I began to be an office worker in this company. Working as your assistant for the past five years has been genuinely rewarding experience. Under your direction I have grown as an administrator(管理人员). And I am grateful that you have given me a practical education in business administration.
As you may know, I have always been eager to broaden my knowledge in business administration and have additional experience in this field. Now I have such an opportunity and thus, I submit my resignation(递交辞呈) from the position of your assistant, effective from the 31st this month; but I could stay a week or two longer if needed to help train my replacement.
I leave with only good memories of you and the other people with whom I worked. Thanks to all of you for a valuable help to my career.
Yours sincerely,
Vince Agsaway
Vince Agsaway wrote this letter so as to inform. ______.

A. that he is going to leave the company
B. that he is going to report on December 31
C. that he is applying for the job as an assistant
D. that he is going to stay a week or two longer

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A.That's all right.B.I don't think so.C.Sorry to hear that.D.Be careful.

A. That's all right.
B. I don't think so.
C. Sorry to hear that.
D. Be careful.

某建筑场地抗震设防烈度为7度,地下水位埋深为dw=5.0m,土层柱状分布如下表,拟采用天然地基,按照液化初判条件;建筑物基础埋置深度db最深不能超过下列 ()个临界深度时方可不考虑饱和粉砂的液化影响。

A. 1.0m
B. 2.0m
C. 3.0m
D. 4.0m

基坑剖面如图所示,板桩两侧均为砂土,γ=19kN/m3,φ=30°,c=0,基坑开挖深度为1.8m,如果抗倾覆稳定安全系数K=1.3,按抗倾覆计算悬臂式板桩的最小入士深度最接近()。

A. 1.8m
B. 2.0m
C. 2.5m
D. 2.8m

某桩基三角形承台如图,承台厚度1.1m,钢筋保护层厚度0.1m,承台混凝土抗拉强度设计值ft=1.7N/mm2,试按《建筑桩基技术规范》(JGJ 94—94)计算承台受底部角桩冲切的承载力,其值最接近()。

A. 1500kN
B. 2010kN
C. 2430kN
D. 2640kN (注:图中长度单位为m,θ1=θ2=60°)

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