Robbiee
Structural
- Jan 10, 2008
- 285
Hello,
On one of our new projects, and driven by cutting cost, the ground improvement method of Controlled Modulus Columns is being offered as alternative to using deep foundations.
could you please provide your experience and comments on this method?
The contractor is guaranteeing a uniform soil bearing capacity that suits shallow foundations, strip and spread footings, and limit the differential settlement to 25mm.
The following is unknow to me which I will ask their engineer, but also need your input please:
1- Should the soil engineer of the project approve the suitability of the method?
2- Where boulders will be encountered, would they need to be removed or drill through?
3- How is the uniformity of the soil bearing capacity is achieved? Wouldn't the soil between the “columns” be softer than the column itself?
4- If it happened that one spread footing is sitting on one of the columns, would there not be a concentrated reaction from the column below the footing and hence eccentric reaction?
On one of our new projects, and driven by cutting cost, the ground improvement method of Controlled Modulus Columns is being offered as alternative to using deep foundations.
could you please provide your experience and comments on this method?
The contractor is guaranteeing a uniform soil bearing capacity that suits shallow foundations, strip and spread footings, and limit the differential settlement to 25mm.
The following is unknow to me which I will ask their engineer, but also need your input please:
1- Should the soil engineer of the project approve the suitability of the method?
2- Where boulders will be encountered, would they need to be removed or drill through?
3- How is the uniformity of the soil bearing capacity is achieved? Wouldn't the soil between the “columns” be softer than the column itself?
4- If it happened that one spread footing is sitting on one of the columns, would there not be a concentrated reaction from the column below the footing and hence eccentric reaction?