cee 434 geotechnical design fall 2008 grading and site improvement methods part i
TRANSCRIPT
CEE 434GEOTECHNICAL DESIGN
FALL 2008
GRADING AND SITE IMPROVEMENT METHODS
PART I
OUTLINE
I. Introduction
II. Case Studies
III. Factors Affecting Compaction
IV. Fundamentals of Shallow
Compaction
V. Examples
I. Introduction
When considering a site for construction, a Geotechnical Engineer encounters:
Abandon
Adapt
Alter
From: Coduto, 1999
“... almost no significant engineered construction occurs without the movement of soil from one place to another!”
-Ed Monahan, 1994
Research Park Tech Center IV Construction Camera #1
UNCONTROLLED AND CONTROLLED FILLS CONT’D…
2V TO 1H
Source: Greenfield, 1992
Research Park Tech Center IV Construction Camera #1
II. CASE STUDIES
Compaction at a Highway Off-Ramp
The next series of photos are from the construction of a highway off-ramp in Davis, CA, in 1995. This relatively small earthwork job was performed with very few pieces of equipment (a
cat, water truck, grader, and the trucks that transported fill soils to the site).
http://cee.engr.ucdavis.edu/faculty/boulanger/geo_photo_album/GeoPhoto.html
This cat is equipped with a blade for shaping the roadway and sheepsfoot rollers for compacting the clayey soils. Fill materials were brought to the site by trucks that spread the materials out in roughly 6 to 8 inch thick layers. The cat spread the material out evenly and compacted it at the same time.
The water truck sprays the earth during compaction to condition the soil to near its optimum moisture content for compaction, and to control dust at the site.
The operators of the water truck and cat sequence their passes across the site. A grader was later used for final shaping of the roadway surface.
Compaction at Los Vaqueros Dam
These next series of photos are from Los Vaqueros dam, California, during construction in 1998. This large earthwork project involved numerous pieces of equipment and required a
high degree of engineering quality control.
http://cee.engr.ucdavis.edu/faculty/boulanger/geo_photo_album/GeoPhoto.html
View of the embankment from the upstream side, with almost 2/3 of the embankment completed. Notice the haul roads on the left abutment.
Backhoes carefully place large rocks (rip-rap) on the upstream face. The rocks are carefully packed together to protect the dam face from erosion.
The different colored soils correspond to the upstream shell (left side), core (darkest), filter, and drain zone (lightest), and downstream shell.
The core materials are being disked (left side) and compacted by sheepsfoot rollers.
A closer view of the disk that breaks the imported soil down into smaller clods for effective moisture conditioning and compaction.
The downstream filter and drain zones are the lighter-colored soils in the middle of this photo.
The imported soils are raked by this caterpillar blade to remove any oversize boulders or cobbles.
III. Factors Affecting Compaction
a) Soil Type
b) Moisture Content
c) Thickness of lift
d) Degree of compaction (intensity of pressure &
the coverage area)
e) Number of passes
Among the Questions to be Answered on These Two Projects:
• Why do we need to compact the soil in the first place?
• How much would the fill settle?
• What are the strength and permeability characteristics of the constructed dam? How much leakage through and under the dam?
• Where do we get the material from (borrow)?
• How do we compact the fill (lifts, equipment, etc)?
• How much water do we need to add to compact efficiently?
• How thick a layer of gravel and rock facing …?
• How fast could the fill be placed?
• What are the maximum allowable slopes?
• How much would the fill settle?
IV. Fundamentals of Shallow Compaction
Air
Water
Solids
Air
Water
Solids
Air
Water
Solids
Natural Condition Being Hauled In Compacted Fill
Excavation, Transportation, and Compaction Stages of Construction
Stage 1. Laboratory Compaction
What is compaction?
A simple ground improvement technique, where the soil is densified through external compactive effort.
+ water =
Compactive effort
From: N. Sivakugan
From: Monahan, 1994
Source: Das, 2002
PROCTOR TESTS
• Standard Proctor – historically regarded as non-
load-bearing (or light bldg loads, parking lots,
lightly secondary roads).
• Modified Proctor – load-bearing, “comparable to
that obtained with the heaviest rollers under
favorable working conditions.”
(Sowers, 1979)
Compaction Curve
Water content
Dry
den
sity
( d
)
optimum water content
d, max
Soil grains densely packed
- good strength and stiffness
- low permeability
From: N. Sivakugan
Source: Das, 2002
From: Monahan, 1994
Zero Air Void Curve
All compaction points should lie to the left of ZAV curve
- corresponds to 100% saturation
Water content
Dry
den
sity
( d
)
Zero air void curve (S=100%)
s
wsd wG
G
1 :Eq
S<100%
S>100% (impossible)
From: N. Sivakugan
Compaction Curves for Spectrum of Soil Types
ED Monahan, 1994
Stage 2. Field Compaction
SPECIFICATIONS
• Degree of Compaction
R(%) = CR (%)= [(d)field /(d)max-lab]x100%
• Typical Spec’s
(d)field = CR(%) x (d)max-lab
-K.L. Lee, 1971
Relative Compaction – Relative Density Relationships
From: Caterpillar, 1993
Smooth Wheel Rollers
• 100% coverage (under the wheels)
• Contact pressure = 45 to 55 psi
• Sandy & clayey soils
Pneumatic Rubber-Tired Rollers
• 4 to 6 (tires) in a row
• Contact pressure = 85 to 100 psi
• 70 to 80% coverage
• Sandy & clayey soils
Sheepsfoot Rollers
• Projection area = 4 to 13 in2
• Contact pressure = 200 to 1000 psi
• Clayey Soils
Vibratory Rollers
Vibration – by rotating off-centers weights
Handheld ones for limited access areas
Granular soils
From: D’Appolonia, et al. 1969
From: Greenfield & Shen
From: D’Appolonia, et al. 1969
Stage 3. Assessment
Sand Cone Method
• ASTM D-1556• Glass (or plastic) jar with
a metal cone• Ottawa sand (known wt. &
vol.)• Dig a hole – weigh the soil
and obtain w(%)• Fill the hole with sand• Determine the new wt. &
vol.• Eventually, d = (dry wt. of excavated
soil)/vol. of hole
Rubber Balloon Method
• ASTM D-2167
• Similar to above
• Vol. is measured
utilizing a rubber
balloon filled with water
Nuclear Method
• Emits gamma rays
• Detects how the gamma
rays travel thru soil
• Amounts of gamma rays
detected correlate with
the unit weight of soil
V. Examples