题目内容
Section B
Directions: This section is to test your ability to understand short conversations. There are 2 recorded conversations in it. After each conversation, there are some recorded questions. The conversations and the questions will be spoken only once. When you hear a question, you should choose the correct answer from the 4 choices marked A, B, C, and D.
听力原文：W: Good morning. Dr. Anderson's office. May I help you？
M: I'd like to make an appointment to have the dentist look at my teeth.
W: Let's see. I can arrange for you to see the doctor two weeks from now.
M: Can't I come in tomorrow？
W: I'm afraid Dr. Anderson won't be able to see you then. His appointment book is full for the next couple of weeks.
M: I don't have to see him. I just want to leave my teeth in his office and he can look at them when he has time. They're false teeth!
(6)
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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'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。
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()。
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