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Common Problems When Working with Soil and Concrete John Connors, P.E., CFM Montana DNRC Helena Regional Engineering Specialist

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Page 1: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Common Problems When Working with Soil and Concrete

John Connors, P.E., CFM

Montana DNRC

Helena Regional Engineering Specialist

Page 2: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

My Background

• Plants Engineer- Aggregate, Asphalt, and Concrete production facilities

• Construction Materials Engineering Department Manager- Construction material testing for a variety of projects.

• Geotechnical Engineer- Field investigations and construction oversight.

• DNRC Civil Engineering Specialist- Dam Safety, State Projects, Floodplains, and Water Rights.

Page 3: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Outline

Page 4: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Question

In almost every project you will either be building on the soil or using it as a

construction material.

Why should we worry about the dirt?

The majority of the time you are trying to recompact soil or other aggregate

materials.

Page 5: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Soil Types

Gravel Sand Silt Clay

Any combination of each

Page 6: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Compaction Equipment

Vibratory or static, smooth drum rollers

Vibratory or static, pad or sheep’s foot rollers

Hand operated equipment

Various equipment attached to excavators or backhoes.

Others

Page 7: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Preparing the site

Page 8: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Ready to Place and Compact the Soil

Page 9: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Common Problems

Too Dry

Too Wet

Page 10: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Common Problems

Too Hot

Too Cold

Page 11: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Common Problems

Too Thick

Page 12: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Common Problems

Sample #1

Placed in a 20” loose lift

Page 13: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Common Problems

Sample #2

Placed in 3, 8” thick loose lifts.

Page 14: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Common Problems

Sample #1- Overall loose lift

thickness- 20”

Final Lift Thickness- 16”

Sample #2- Overall loose lift

thickness- 24”

Final Lift Thickness- 12.5”

Page 15: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Common Problems Dry Density of each sample when

compared with a D698 Proctor

60

65

70

75

80

85

20% 25% 30% 35% 40% 45%

Dry

Den

sity

Moisture Percent

Proctor Curve

Proctor Curve

Sample #2- 93% Compaction #2- 93% compaction

100% compaction according to

proctor

Sample #1- 80% Compaction #2- 93% compaction

Page 16: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Summary

• Soil Type

• Moisture Content

• Compaction Equipment

• Weather Conditions

• Lift Thickness

Effective compaction of soils is dependent on:

Page 17: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Benefits

Effective Compaction helps:

• Mitigate excessive settlement

• Mitigate differential settlement

• Provide a working surface for the construction of other structural elements.

• Helps prevent future maintenance.

Page 18: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete

Why should we worry about the mud?

Problems with the concrete, the placement methods, or the curing can affect the integrity of the structure and

cause excessive future maintenance.

Page 19: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Subgrade

Poorly prepared subgrade can lead to

settlement and cracking of the

concrete.

Page 20: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Formwork

Problems with formwork can cause future maintenance

issues.

Page 21: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Reinforcing Steel

Problems with reinforcing steel

placement can cause structural problems

and future maintenance issues.

Page 22: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Joint Location

• The location of joints in the structure can affect future maintenance.

• Additional measures may have to be implemented to protect joints.

Page 23: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete Problems

Too Wet:

• Reduced Strength

• Problems During Placement

• Segregation of the Gravel in the Concrete

• Shrinkage Cracking

Page 24: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete Problems

Too Dry:

• Consolidation • Workability • Finishing

Page 25: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete Problems

Air Content: • If the air content is too low the concrete loses its resistance to the effects of freeze/ thaw cycles. • If the air content is too high the strength of the concrete can be reduced. High air content combined with a high slump can cause significant strength loss and/or severe segregation of the aggregate materials.

Page 26: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete Problems

Consolidation: • Problems with consolidation can cause voids in the structure. • Voids or other anomalies are likely going to be the first area to fail.

Page 27: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete Problems

Sample #1: Hot and Dry

• The sample was delivered to the site and in accordance with all specifications.

•The concrete was placed in a large 4” thick slab.

Page 28: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete Problems

Sample #2: Cold

• The sample was delivered to the site and in accordance with all specifications.

•The concrete was placed in a large 4” thick slab.

Page 29: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete Problems

Sample #3: Water Added

• The sample was delivered to the site and had a slump greater than what was in the specifications.

Page 30: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Concrete Problems

Sample #4: Just Right

• The sample was delivered to the site and in accordance with all specifications.

•The concrete was placed in a large 4” thick slab.

•After placement the slab was covered with a moist covering and allowed to cure.

Page 31: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Summary The durability of the concrete in a structure is dependent on:

• Having a stable subgrade •Proper placement of forms, joints, and reinforcing steel

•Having an appropriate mix design and getting the concrete delivered to the site in accordance with the specifications. •Effective consolidation. •Appropriate curing and/or other protection measures.

Page 32: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Benefits The benefits of good concrete and appropriate placement are:

• More resistant to the elements

•Reduction in future maintenance

•Stability

Page 33: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Conclusions

• Increasing the money spent upfront to control and monitor the quality of the initial construction will reduce the cost of

maintenance in the future. •Owners- You are the ones left with the final

product. It is unlikely that the contractor, engineer or anyone else is going to come back

in the future to help you out with your maintenance.

Page 34: Common Problems When Working with Soil and Concrete › files › JohnConnorsCommon_Problems...• DNRC Civil Engineering Specialist- Dam Safety, State ... construction material. Why

Questions