design guidelines for erosion control - … · design guidelines for erosion control strata...

DESIGN GUIDELINES FOR EROSION CONTROL

Strata Systems, Inc.380 Dahlonega Rd., Suite 200

Cumming, GA 30040 USA��

www.geogrid.com

TABLE OF CONTENTS

EROSION CONTROL APPLICATION OVERIVEW ..................................................................... 3

APPLICATIONS ..........................................................................................................................................4

ANCHORING................................................................................................................................................7

ANCHOR TRENCH .....................................................................................................................................7

ANCHOR PINS .............................................................................................................................................8

INSTALLATION PROCEDURES.........................................................................................................14

Strata Systems, Inc. provides this information only as an accomodation to our customers. No warranty or other respresentation regarding the suitability of the application procedures is made due to the fact that each installation has specific requirements that may not have been considered in this generalized procedure. Strata Systems, Inc. makes no warranties or representation regarding thesuitability of its StrataWeb™ for specific uses or applications. Our liability is limited to furnishing, without charge, a replacement for any StrataWeb™ that is proven defective under normal use and service.

STAPLES

TENDONS AND RESTRAINT PINS

ANCHORING METHOD

.......................................................................................................................................................8

...........................................................................................................................10

........................................................................................................ 8

BASIC FORMS OF EROSION CONTROL PROTECTION...................................................................3

1. Granular ..................................................................................................................................................3

2. Vegetation ..............................................................................................................................................3

3. Concrete .................................................................................................................................................3

SLOPES ........................................................................................................................................................4

CHANNELS ..................................................................................................................................................4

Vegetative Soil .........................................................................................................................................4

Aggregate..................................................................................................................................................4

....................................................................................................................................................5Concrete

SUITABLE CELL DEPTHS..........................................................................................................................5

Installation Using Tendons .....................................................................................................................8

GEOTEXTILES ..........................................................................................................................................12

INFILL SELECTIONS..............................................................................................................................13

EROSION CONTROL APPLICATION OVERVIEW


Many variables affect the installation and performance of StrataWeb™ confinementsystems, including slope grade, subsurface stability, infill material, rainfall and artificialwatering conditions, hydraulic characteristics of ground water flow and sub baseanchoring quality. Due to the large number of factors, it is difficult to apply exactparameters to individual applications without depending on engineering, design andenvironmental inputs of on-site professionals.

BASIC FORMS OF EROSION CONTROL PROTECTION

1. Granular

Reduces hydraulic energy, limiting forces within cells or under cells.Directs flow at the surface of the cell, eliminating flanking and undercutting.Controls individual particle movement caused by gravity and water flow.Results in a flexible and durable system.

2. Vegetation

Reduces hydraulic energy, limiting forces within cells or under cells.Increases natural resistance and protects root system.Directs water flow over the top, rather than through the mat.Prevents gutting and rills.Helps reduce moisture loss.

3. Concrete

Controls piping and undercutting by allowing cells to conform to sub grade.Acts as a series of expansion joints, providing a flexible form.Develops vent structures where needed.Provides stability for steep slopes and for continuous flow channels.

APPLICATIONS


SLOPESDesign of StrataWeb™ cellular confinement systems for slopes requires analysis ofseveral site characteristics. The length, height and angle of the slope and the failureangle of existing fill on the slope are important factors in determining the appropriate celldepth and anchoring design.

StrataWeb improves the performance of vegetated slopes by reinforcing root systemsand directing hydraulic flows over the top of cells, with the cells acting as a series ofcheck dams; thereby preventing formation of rills and gullies.

StrataWeb improves the performance of granular filled slopes by controlling themigration of fills that would otherwise be initiated by hydraulic and gravitational forces.This is accomplished by dissipating hydraulic energy in and underneath cells and byconfinement of fill materials within cells.

CHANNELSStrataWeb cellular confinement systems offer a large array of methods for solvingdifficult situations with channel bottoms and slopes where minimal to severe erosiveforces are at work, with either intermittent or continuous flows.

Cellular confinement allows the use of various types of infills, including soil withvegetation, aggregate, concrete or combination thereof, for unique and aestheticapplications.

Vegetative SoilConfined vegetative soil performs exceptionally well in applications with low to moderateflows. StrataWeb cellular confinement enhances the performance of vegetationthrough reinforcing root zones and directing flows over the top cells; there by increasingthe shear resistance of the fill and providing a finished site that is aesthetically superiorwhen compared to conventional methods.

Soil infill with grass cover:

Peak flow velocity less than 6 m/s (20 fps) and duration of peak flow less than 24hours.Peak flows velocity less than 4.5 m/s (15 fps) and duration of peak flow less than48 hours.Channel side slopes above high water level

AggregateAggregate performs well, allowing the use of different sizes for variances in flowvelocities encountered from site to site. This provides an aesthetically pleasing and cost


effective alternative to large rip rap or hard armoring by confining and improving theperformance of smaller diameter, less costly aggregates.

Stone Infill:

Peak flow velocity less than 1 m/s (3.3 fps) - graded stone.Peak flow velocity less than 2 m/s (6.6 fps) - 38 mm (1 ½ ”) median stone s ize. Peak flow velocity less than 3 m/s – (10 fps) 125 mm (5”) median stone s ize

Peak flow velocity grater than 3.5 m/s (11.5 fps) - STONE INFILL NOTRECOMMENDED

ConcreteConcrete filled cellular confinement systems are a cost effective alternative to traditionalinstalled concrete lined channels. The flexible nature of the concrete filled cellularconfinement system permits conformance with subgrade movement without the potentialcracking and undermining associated with poured-in-place concrete slabs. Installationcosts are dramatically reduced through elimination of costly forms and other constructiontechniques typically related to concrete channel lining.

In areas with limited easements, stacked cellular confinement wall slopes alongchannels allow the use of vegetative, granular or concrete fills in the outer cells in orderto create steeper slopes and to increase resistance to higher flow rates.

Concrete Infill:

Peak flow velocity greater than 1.8 m/s (6 fps) and less than 6 m/s (20 fps)75 mm (3”) Peak flow velocity greater than 6 m/s (20 fps) and less than 7 m/s (23 fps)100 mm (4”)Peak flow velocity greater than 7 m/s (23 fps) 150 mm (6”) and 200 mm (8”)

NOTE: Anchor requirements are a function of depth of peak flow, bedslope gradient andself-weight of the lining system. The Project Engineer should base the design on theproject specific information.

SUITABLE CELL DEPTHSIn most erosion control applications, load bearing is not a major consideration.Therefore, the depth of the cell is generally determined by:

Size and weight of infillSlope gradeOutside environmental factorsEconomics

StrataWeb sections.

StrataWeb sections.

StrataWeb sections.

(StrataWeb 40 sections).

ANCHORING


Proper anchoring of the StrataWeb™ to a slope is critical to how well the productperforms. Anchors should be left in place after installation. The number and type ofanchors is determined by the following:

Subgrade densityWeight and type of infillLength of slopeSlope gradeEnvironmental or external conditions, such as snow.Angle of internal friction of the fill material and of the slope soil (only the smaller of the two will be used)Height of StrataWebPresence of geomembrane liner

Before selecting an anchoring method, it is first necessary to calculate the net slidingforce (NSF) or the force which would have to overcome to keep the StrataWeb fromsliding down the slope. If the NSF is negative, then the friction force between theStrataWeb and the slope is sufficient to hold the system in place. The following tableshows some examples of NSF calculation:

Net Sliding Force g F = [(H x L x γ) + ( L x S L)] x [s in w – (cos w tan O)]

*Hmm

Lm

γkN/m3

SLkN/ m2

WSLOPE DEGREES

0.8 100 6.1 19.6 1.9 1.75 to 1 (29.7°) 28° (silty sand)5.5 150 33.0 19.6 1.9 1.75 to 1 (29.7°) 28° (silty sand)-13.1** 100 30.5 19.6 1.9 2.00 to 1 (26.6°) 32°(crushed stone)

NSF- Net Sliding Force H- Height of Cell L- Length of Slopeγ- Unit Weight of Fill SL- Snow Load W- Slope Inclination (H to V)Ø- Lowest Angle of Internal Friction of Soil* Pounds per foot measured parallel to top of slope** Indicates no special anchoring is required

ANCHOR TRENCHThe upper edge of the StrataWeb should be buried in an anchor trench to prevent flowunderneath. This also serves to anchor the StrataWeb to the top of the slope. Thismethod takes advantage of the weight of the soil on top of the buried cells. Thefollowing equation can be used to calculate the required length and height of the trenchto resist the sliding force:

NSFkN/m

O


L x H = net sliding force x factor of safetyUnit weight of soil x tan Ø

Where Ø is the angle of internal friction of the fill, or of the surface soil, whichever islower.

If the slope is longer than the panel length, lower panels must be toed in or attached tothe upper panel, or anchored using another appropriate method.

ANCHOR PINSStaking or pinning StrataWeb to a slope is the common anchoring method used if thereis no geomembrane liner present and if the soil has adequate strength to retain theanchor pins. Steel reinforcing bars bent into “candy cane” shapes called “J” Hooks are the preferred type of pin.

As a general rule the length of the pin should be three times the cell height. Typicaldetail drawings of pin locations are available.

STAPLESIf conditions require that adjacent sections of StrataWeb be joined together rather thanbutted against each other, staples can be used. Staples are normally attached using apneumatic staple gun with industrial grade staples. The staples are attached througheach set of adjoining cells. Adjacent panels may also be tied together with tendons.

TENDONS AND RESTRAINT PINSTendons and restraint pins are employed on steep slopes where additional support isneeded, or where use of pins in prohibited (rock base, geomembrane liner). They arealso commonly used when more than one section of StrataWeb is needed to cover theslope from top to bottom.

The three important characteristics of tendons are strength, durability and resistance tocreep. Tendons usually consist of high strength polyester webbing or cord. The designload and spacing of the tendons is determined by the force to be supported. A largenumber of lighter tendons are preferable to a smaller number of heavier tendons. Battenstrips or large washers at the bottom of the lowest section of StrataWeb are essential toavoid stress concentrations.

Installation Using TendonsIf the StrataWeb does not already have holes for tendons, drill the holes beforeexpanding the StrataWeb sections. Measure and cut tendons to desire length (addapproximately 10% for tying around restrain pins). Tie the tendons to a supportingstructure beyond the crest of the slope. This supporting structure may be a length ofhigh-strength PVC pipe, a concrete beam, or set of concrete blocks placed in an anchortrench. An alternative system may consist of harpoon like earth anchors.


Whether or not tendons are utilized, StrataWeb should be placed beyond the crest ofthe slope to prevent surface water from undermining the StrataWeb.

At the top of the slope thread tendons through the holes in the unexpanded StrataWebsections. Measure and mark the perimeter of the area to be covered by the first sectionto be installed. If allowable, place anchor pins around the perimeter to hold theexpanded sections into place. Expand and place the section, taking care that thetendons do not come out of the holes. Repeat this procedure for remaining sections.

The tendon must be tied, in tension, to a restrain pin or batten strip on the downhill sideof the last cell wall. The use of washers or plates helps to relieve point stresses. Theuse of restrain pins, batten strips, washers and plates helps to transfer the load from theStrataWeb to the tendons. Restrain pins, batten strips, washers and plates should bemade from corrosion resistant materials such as galvanized steel, high strength plastic,etc.

Earth Anchor Using Dead ManSystem

Earth Anchor Using Harpoon-likeSystem

StrataWeb™

TendonTied off

Cast-in-Place Concrete Beamor Block, or PVC Pipe

Geomembrane

StrataWeb


ANCHORING METHODGiven the resulting net sliding force (NSF) for two to the cases in the previous table thenext step is to decide how to anchor the StrataWeb. For the situation where NSF = 0.8kN/m, two common methods of anchoring of the StrataWeb are to toe it in or to stake itto the slope. For the situation where NSF = 5.1 kN/m, the StrataWeb could besupported by earth anchors with tendons.

Anchor TrenchUsing the appropriate equation

L x H = 0.8 x 2 = 0.15 sq. m19.6 x tan 28°

A practical combination would be to bury the top edge of the StrataWeb 0.3 m deep and0.5 m back. Another practical combination would be to let L be 0.75 m and H be 0.2 m.

Stakes0.8 kN/m is equivalent to 0.8 x 2.56 = 2.0 kN for the 2.56 m wide panel. Using a factor ofsafety of 2.0 and a stake pull-out capacity of 0.27 kN*:

2.0 x 2.0 = 14.8 “J ” Hooks, use 15 stakes per 2.56 m wide width0.27

ANCHOR PIN INSTALLATIONWITH TENDONS

STEP 1: Make 2 loops in the tendon.STEP 2: Pull loop 1 partially through

loop 2.

STEP 3: Insert the specified J-hookanchor through loop 1 anddrive J-hook into the grounduntil the top of hook is levelwith the top of the StrataWebsection.

STEP 4: Pull both ends of tendon toclose the loop and drive theJ-hook until the top of it isflush with ground surface

StrataWeb


5.5 kN/m is equivalent to 5.5 x 2.56 = 14.1 kN for the 2.56 m wide panel. Using a factorsafety of 3.0 and a tendon design strength of 13.0 kN:

14.1 x 3.0 = 3.25 tendons, use 4 tendons per 2.56 m panel width13.0

If the tendons are tied to earth anchors, using the same number of anchors as tendons,an additional factor safety of 1.25 to account for uncertainties in the subgrade soil:

Stake pull-out capacity will depend upon several factors, including on-site soilconditions at their weakest, and the care with which the stakes are driven into thesoil. Thus the local engineer must evaluate and make a judgment as to whatvalue should be used.

Tendons

GEOTEXTILES


Whether to use a geotextile under the StrataWeb™ is dependent on the subgrade and fillmaterial. When the infill and subgrade are different, or if the subgrade is very soft orwet, a geotextile can provide a useful separation function by keeping the infill frommigrating out from under the geocells. However, using a geotextile can reducesignificantly the friction along the plane at the bottom of the StrataWeb system, thusincreasing the net sliding force. Thus the decision whether or not to use a geotextileshould be made carefully, after evaluating the benefits and costs.

INFILL SELECTIONS


Topsoil and Vegetation: Steep slopes, berms, levees, chutes, aprons andspillways.Sand and Granular: Suitable on gradual slopes.Gravel (Maximum diameter 760 mm): Channels, slopes, except for severegrades, moderate sheet flow.Crushed Stone: Channels, slopes, except for sever grades, moderate sheet flow.Concrete: Around bridges, severe slopes, high flow rate channels, spillways andchutes

INSTALLATION PROCEDURES


Prepare the site by removing all vegetative cover, debris and any unacceptable soilsform the area where the StrataWeb cellular confinement system is to be placed.Replace any removed soils with acceptable materials and complete all earthwork,including toe in trenches when required for slopes or channel lining applications, inaccordance with the job specifications.

If geotextile is required by the job specifications, installation should be accomplished inaccordance with the manufacturer’s recommendations.

Partially install stakes or “J” hooks, leaving a protruding length of the cell depth plus approximately 50 mm, along the top edge of the area in which the StrataWebis to beinstalled (or in the anchor trench). A string or chalk line may be used to align stakinglocations and borders.

StrataWeb sections should be stretched past the designed length then allow to settleback to the designed length. Set the end cells of the StrataWeb sections over thepreviously installed stakes and complete installation of the stakes or “J” hooks flush with or slightly bellow cell walls.

Adjoining StrataWeb sections must be level and flush with each other. Overlap thesides of the StrataWeb sections and butt the ends together. Secure adjoining sectionsto each other using a pneumatic stapler or other means as required by the jobapplication.

Install the balance of the stakes or “J” hooks as required by the job specifications.

When the StrataWeb has been properly laid in place, the system should be infilledusing the materials specified in the job specifications.

To prevent possible damage to the system, limit the drop height of the infill to no morethan 1m.

Infill should be delivered to the StrataWeb from the top of the slope or channel to thebase using a front-end loader, backhoe, bucket excavator or conveyor.

When using sand, granular or topsoil fills, overfill the StrataWeb sections by 25mm to50 mm to allow for settling and compaction.

Sand and granular fills should then be blade compacted to the top of the cells. Topsoilfills should be compacted with the loader or backhoe bucket or with tamper plate.

Concrete fills should be manually raked and machine finished.

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