| 1. | Rock fill mound foundation
毛石堆地基 |
| 2. | Figure 7 - typical section of rock fill mound foundation for cooling water pumping station
图7 -冷却用水抽水站毛石堆地基剖面图 |
| 3. | The use of a vertical seawall resting above the rock fill mound would minimize the width of the base
在毛石堆上建造垂直海堤可减少底座的阔度 |
| 4. | The rock fill mound has the lowest construction cost , about 9 million for the criii including the cost of rock
-毛石堆的造价最低，占中区填海第三期工程约900万元包括石填料的成本。 |
| 5. | The pile foundation or mat foundation methods would cost considerably more than 10 times that of a rock fill mound foundation
-桩柱地基与席式地基的造价较毛石堆地基的造价超出10倍。 |
| 6. | The alternatives for foundation design are rockfill mound foundation , the pile foundation driven piles or bored piles and the mat foundation
-地基设计方案包括毛石堆地基桩柱地基打入桩或钻孔桩及席式地基。 |
| 7. | The slope of the rock fill mound is inclined about 35 degrees to the horizontal . the deeper the dredging level , the wider the base of rock fill required
-毛石堆与水平面的角度约35o ，越挖得深，毛石堆地基底座的阔度便要越大。 |
| 8. | The rock fill mound foundation has the merit of simple construction method . after dredging the soft marine clay , the rock fill is then laid into position by barge until the desired elevation is reached
-毛石堆地基的优点是建造方法简单，只需在挖走松软的海泥后，以趸船把石填料投放在适当位置至所需的高度。 |
