|
查看: 1431|回复: 8
|
请大家多多帮忙。。。土质问题搞到停工。。。
[复制链接]
|
|
|
我的project有一题是这样的。。
The subcontractor reported that the pilling work is suspended due to the extremely hard strata encountered, all subsequent piles were unable to be driven in at the point. The foundation work was only 20% completed, and the substructure design was based on a 4 boreholes report. The consultant recommended for more boreholes testing and to investigate the soil condition more thoroughly so that accurate and faster remedial action can be taken. The client refused to pay for more testing as he has paid for the early investigation, and he strongly felt that the consultant should be liable for their incapability to foreseen the soil condition. Due to this disagreement, the project has been delay for three months. As a developer, what shall you do now?
1。client 的说法是对的吗？是不是说cconsultant 因该负起着个的责任？
2。在这个情况下，geotechnical 应该carry out the soil investigation and the cost bear by himself？
3。当发生酱的问题，应该如何借决呢？ |
|
|
|
|
|
|
|
|
|
|
|
发表于 26-12-2007 08:48 AM
|
显示全部楼层
原帖由 洋葱头 于 24-12-2007 08:28 PM 发表 
我的project有一题是这样的。。
The subcontractor reported that the pilling work is suspended due to the extremely hard strata encountered, all subsequent piles were unable to be driven in at the poi ...
Client 与developer 在这里是不同的人/公司吗？这个很重要，因为将影响你整个答案。
如果 client 是地主，他已经付钱给咨询工程师，为什么发展商雇用同一个咨询工程师？
如果之前是咨询工程师建议钻四个洞，那他现在有必要负责接下来的“补镬”工作。
如果之前咨询工程师建议更多的钻洞，client 坚持不肯给额外的钱，那 client 就有理由做额外的 SI。
如果这个 client 很好收钱，净赚又很好，再加上很可能有 VO，承包商啃了这个死鸡都是可能发生的事。 |
|
|
|
|
|
|
|
|
|
|
|
楼主 |
发表于 26-12-2007 10:23 PM
|
显示全部楼层
原帖由 锥齿鲨 于 26-12-2007 08:48 AM 发表
Client 与developer 在这里是不同的人/公司吗？这个很重要，因为将影响你整个答案。
如果 client 是地主，他已经付钱给咨询工程师，为什么发展商雇用同一个咨询工程师？
如果之前是咨询工程师建议钻四个洞 ...
哇。。我等你等到花儿也谢了。。
是这样的。。
client and developer is same person..
he would like to develop the land by hisself..
so, he engage the the consultant team and contractor to help him..
of coz the consultant is include the geotechic engineer...
in this case, u mean the the contracor shall liable for this case... in the client view.
then contractor shall look for geotechnical engineer to solve this problem? |
|
|
|
|
|
|
|
|
|
|
|
楼主 |
发表于 29-12-2007 02:28 AM
|
显示全部楼层
如果你的工地有hard rock.. hard strata..
如果你的工地有hard rock.. hard strata..
如果你的工地发生hard rock, hard strata.. 有什么方法解决？
pilling 打不进就让它打到har strata 上面为止？
还是要re design 那个plling 打穿那个hard strata。。。 |
|
|
|
|
|
|
|
|
|
|
|
发表于 13-1-2008 03:36 PM
|
显示全部楼层
1。client 的说法是对的吗？是不是说cconsultant 因该负起着个的责任？
看回之前的black & white record..基本上，这不算是design failure.. client 应该absorb那些fee
2。在这个情况下，geotechnical 应该carry out the soil investigation and the cost bear by himself？
SI很必要~~ cost嘛，需要有个协议~~
3。当发生酱的问题，应该如何借决呢？
我会建议用raft foundation，不过已经20%了.. |
|
|
|
|
|
|
|
|
|
|
|
发表于 19-1-2008 04:41 PM
|
显示全部楼层
你的问题解决了吗？ 如果还没交， 我可以给additional information的。 |
|
|
|
|
|
|
|
|
|
|
|
楼主 |
发表于 20-1-2008 12:26 AM
|
显示全部楼层
|
|
|
|
|
|
|
|
|
|
|
发表于 22-1-2008 01:33 PM
|
显示全部楼层
|
|
|
|
|
|
|
|
|
|
|
楼主 |
发表于 23-1-2008 03:20 AM
|
显示全部楼层
原帖由 windd 于 22-1-2008 01:33 PM 发表 
通常头痛的问题是 土质太软，太烂， pile 打下去不 set。
有 hard strata 照理说应该是福音呀！！！ 可省下打 pile 的
钱。 例如， 本来需打 ２ 个长度的， 现在 半个就解决了，
若偶是在场的 engineer 的 ...
但很有可能 hard then not hard enough... 那怎才好? |
|
|
|
|
|
|
|
|
|
| |
 本周最热论坛帖子
|
变色卡
千斤顶
1759 
31
