题目内容

Harry, the managing director of Gilt Ltd, has been approached by Itt plc in respect of its making a takeover bid for Gilt Ltd. Itt plc has given Harry what is described as a facility fee of ￡50,000 for ensuring that the takeover is successful.
At the next board meeting Harry convinces the other directors that the take-over bid is in the long-term interest of Gilt Ltd, but they are concerned that the holders of the majority of the issued share capital will not approve of the takeover.
In order to ensure the success of the takeover, the directors of Gilt Ltd agree that they should allot suffi cient new shares to Itt plc to ensure that a new majority of members will support the takeover.
After the allocation of the shares to Itt plc a general meeting is called to consider the takeover and it is approved, with Itt plc voting in favour.
May, a substantial shareholder in Gilt Ltd has subsequently found out about the actions of Itt plc, Harry and the other directors.
Required:
Advise May as to the legality of the share allotment and as to what action can be taken against Harry.

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Chi, Di and Fi formed an ordinary partnership to run an art gallery. Each of them paid ￡100,000 into the business. As Fi had no prospect of raising any more money it was agreed between them that her maximum liability for any partnership debts would be fi xed at her original contribution of ￡100,000. The partnership agreement specifi cally restricted the scope of the partnership business to the sale of ‘paintings, sculptures and other works of art.’ In January 2010 Chi took ￡10,000 from the partnership’s bank drawn on its overdraft facility. She had told the bank that the money was to fi nance a short-term partnership debt but in fact she used the money to pay for a holiday. In February Di entered into a ￡25,000 contract on behalf of the partnership to buy some books, which she hoped to sell in the gallery.
Required:
Advise Chi, Di and Fi as to their various rights and liabilities in relation to the operation of the business under partnership law.

背景资料
某港口工程预制沉箱混凝土设计要求的混凝土立方体抗压强度标准值为45MPa，经计算和试配优化，确定混凝土的配合比为1：1.15：2.68，混凝土的水胶比为0.40，高效减水剂的掺量为水泥重的0.7%0，AE引气剂的掺量为水泥重的0.08%，混凝土的含气量为4.0%。
问题
1.按规范规定，混凝土的施工配制强度应取多少？这时混凝土的施工强度≥设计要求的立方体抗压强度标准值的保证率为多少？
2.该混凝土的砂率为多少？（砂的相对密度为2.62，碎石的相对密度为2.65）
3.计算每立方米混凝土的各种材料用量。

背景资料
南方某港地处潮汐河口的淤泥质地区，拟在已建码头的侧面扩建三个5万吨级的集装箱泊位，码头为重力式圆筒结构，港区道路及堆场建在吹填砂上。经设计方案比选，对道路及堆场区域的软基采取打排水板真空预压法进行处理。经过招投标，A施工单位承担了港区500万m3的吹填及10万m2的道路及堆场的施工任务。道路及堆场的典型设计断面如下图所示。
问题
1.列出真空预压法加固软土地基的工艺流程。
2.在对某真空预压的分区巡视检查中，发现该分区的真空度为50kPa，对此，施工单位应该怎样处理？按程序应该办理哪些手续？
3.若A施工单位为港口与航道工程施工总承包二级资质企业，能否承担该项目？说明理由。
4.该道路及堆场工程中应用了何种土工合成材料？其相应的功能是什么？
5.计算面层混凝土的施工配制强度(σ一3.5MPa)，并解释计算公式中各项参数的含义。

背景资料
某施工单位用耙吸式挖泥船开挖航道施工，航道中心至抛泥区的距离为15km，开挖航道长度3km，该船的舱容为5000m3，施工开挖的土质密度为1.85t／m3，耙吸船重载航速为9kn，轻载航速为11kn，挖泥时的航速为3kn，上线、抛泥、调头等用时间45min，因突发大风、潮水不适停止作业1.5h，避让航船30min。一次挖槽长度满舱载重量7000t，作业情况如图所示。
【问题】
1．计算该船的泥舱装载土方量。
2．如图所示，计算由A挖至B的抛泥施工循环运转生产率。
3．计算该挖泥船的时间利用率。