PREFABRICATED VERTICAL WICK & STRIP DRAINS. Soil drainage method for accelerating settlement through vertical drainage. americanwick.

Similar documents
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE

Interpretation of clogging effects on the hydraulic behavior of ion treated geotextiles

The Most Advanced Name in Drainage Systems. Geotextile Products

Civil engineering Fibertex Geotextiles

Part 7 GEOTEXTILE FILTER FABRICS

DRAINAGE MATS For Vertical: Flow 15-P For Horizontal: Flow 18-H

Drainage Composites. The ready-made solution to sub soil drainage

Specification Guidelines: Allan Block Modular Retaining Wall Systems

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)

USE OF GEOSYNTHETICS FOR FILTRATION AND DRAINAGE

RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas

INSTALLATION GUIDE. americanwick.com WICK (9425)

Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin PLAN SUBGRADES

rhuesker HUESKER HUESKER HUESKER HUESKER HUESKERr HUESKER HUESKER HUESKER HUESKERHUES Product- Portfolio HUESKER Engineering with Geosynthetics

UNDER DRAINAGE AND FILTER DESIGN

Operations and Maintenance Guidelines for Coal Ash Landfills Coal Ash Landfills are NOT the Same as Subtitle D Solid Waste Landfills

RETAINING WALL CONSTRUCTION DETAILS 2006 ESTIMATING AND INSTALLATION MANUAL. Featuring Highland Stone. anchorwall.com

STRUCTURES Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.

9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES. Hunter Underground Systems

COSMOS 2012: Earthquakes in Action COSMOS 2012

Safe & Sound Bridge Terminology

Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile

Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department

Division 2 Section Section 02795

A perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. or structures.

Outlet stabilization structure

SikaProof A Technology

DIRECTIONAL DRILLING

DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS

Gravelless Distribution Products

geotextile filter design, application, and product selection guide

Permeable Pavement Construction Guide

Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation

Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing

STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

Stabilenka HUESKER. and Separation. Engineering with Geosynthetics SKER HUESKER HUESKER HUESKER HUESKERHUES

CHAPTER 18 GROUNDWATER AND SEEPAGE

Stormwater/Wetland Pond Construction Inspection Checklist

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS

Period #16: Soil Compressibility and Consolidation (II)

Construction. SikaProof A-08 Edge, A-12 Edge. Fully bonded FPO sheet membrane in L-shape for the SikaProof A waterproofing system. Product Description

Emergency Spillways (Sediment basins)

State of Connecticut Department of Public Health RADON PROGRAM

Riprap-lined Swale (RS)

SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS. Prepared by Risi Stone Systems Used by permission.

Section 402. STORM SEWERS

No allowance will be made for classification of different types of material encountered.

FUNDAMENTALS OF CONSOLIDATION

Drainage Solutions and Water Treatment / Single-wall corrugated drainage tubing is ideal for agricultural and. Durable Economical Wide range of sizes

WATERVIEW CONNECTION PROJECT. Ground Settlement WATERVIEW CONNECTION TEAM

HIGH PERFORMANCE PRE-APPLIED SYSTEM FOR BLIND SIDE & BELOW GRADE WATERPROOFING APPLICATIONS

Laboratory and Field Performance Assessment of Geocomposite Alternative to Gravel Drainage Overliner in Heap Leach Pads

METHOD OF TEST FOR DETERMINATION OF PERMEABILITY OF GRANULAR SOILS

Section 2100-Trenching and Tunneling

BMP 6.4.6: Dry Well / Seepage Pit

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)

High Performance PSA in Sheet Membrane in Water Protection

Pall in the Brewery (more value per hectolitre) DE Free Clarification FB1795

Fiberstars Mini Lighted Laminar Flow Fountains

NRCS Overview. National Dam Safety Program Technical Workshop #19 February 22-23, 2012

Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries

Welded Mesh Gabions and Mattresses River Protection Design Guide HY-TEN GABION SOLUTIONS Dunstall Hill Trading Estate, Gorsebrook Road,

City of Shelbyville Site Inspection Checklist

Technical Manual - Section 1 Introduction to Lytag lightweight aggregate

Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation by Tunnelling

Unit Price Averages Reports

Session 7: Retrofitted Edge Drains 7.1

SECTION PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795)

SPECIFICATIONS. INTERLOCKING CONCRETE POROUS PAVING UNITS or Permeable Interlocking Concrete Pavers (PICP)

WATERPROOFING SikaProof -A TECHNOLOGY

What you need to know about concrete block basement construction.

Methods for Land Reclamation using Soft Soil and Waste

Filter Aid Filtration

Concrete Waterproofing by Crystallization. General Construction Foundations

The Manitoba Water Services Board SECTION Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11

SECTION PERMEABLE INTERLOCKING CONCRETE PAVEMENT

San Antonio Water System Standard Specifications for Construction ITEM NO POINT REPAIRS AND OBSTRUCTION REMOVALS

SECTION EARTH MOVING

STEPS TO CONSTRUCTING A MOISTURE-RESISTANT FOUNDATION SOURCES OF MOISTURE IN NEW CONSTRUCTION. Natural ground slope

Scheduling Maintenance for Infiltration Basins and Trenches

General Information. Applications

WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12

PRECAST CONCRETE BOX CULVERTS

Lighthouse Engineering, L.L.C.

-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION

How To Prepare A Geotechnical Study For A Trunk Sewer Project In Lincoln, Nebraska

SOIL MECHANICS Assignment #4: Soil Permeability.

SPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT

BMP #: Dry Wells / French Drains

Specifications for Lightning Protection. ASAE Engineering Practice

BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet.

piles of debris that accumulate after a rain such as leaves, trash, twigs, etc., water stains on fences and buildings, or salts extruded on bricks,

Nebraska Department of Roads Drainage and Erosion Control Manual December 2011 Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY

Tunnels & Arches OLDROYD THE ULTIMATE WATERPROOF MEMBRANE SYSTEM

Storm Drain Inlet Protection - IP

How To Use A Hydraway System

Liner system design for tailings impoundments and heap leach pads

Transcription:

PREFABRICATED VERTICAL WICK & STRIP DRAINS Soil drainage method for accelerating settlement through vertical drainage americanwick.com

INTRODUCTION THE PROBLEM Historically, the design of structures on soft compressible soils (clays) has created problems for civil engineers. Construction without some sort of soil treatment is usually impractical due to unpredictable long-term settlement. Simple surcharging as a soil consolidation method can take many years. Although surcharging increases water pore pressure, settlement can take considerable time, as the water lacks THE SOLUTION Soil consolidation using prefabricated vertical drains (also commonly called wick drains or band drains) can reduce settlement times from years to months. Most settlement can occur during construction, thus keeping postconstruction settlements to a minimum. Consolidation of water-saturated, fine-grained soil occurs very slowly because the low permeability of these soils impedes the escape of pore water from the soil voids. Even under large temporary surcharge loads, settlements can take years because of this slow water movement and the great distance the water must move to exit the soil. The installation of prefabricated vertical drains greatly reduces the distance the water must move to reach a free drainage path, and therefore greatly increases settlement rate (Figure 1). Drain spacing may be adjusted to match the required settlement time. AMERDRAIN-W prefabricated drains (Figure 2) are installed vertically to depths as great as 50 meters (164 feet). The water, under pressure in excess of hydrostatic, flows through the filter and into the channels where it is led vertically out of the soil. This may be either up or down to intersecting natural sand layers or to the surface where a sand drainage blanket or prefebricated strip drains are provided. The water in the soil only has to travel the distance to the nearest drain to reach a free drainage path. The drains are usually placed in a triangular configuration of 1 to 10 meters (3 to 33 feet) - depending on the desired consolidation time. As a result of this method of accelerating the consolidation process, uneven post-construction settlements can be virtually eliminated. Figure 2 - Typical vertical installation Time Without Drains Drains without Surcharge Settlement Drains with Surcharge Removal of temporary surcharge Construction Period Figure 1 Figure 3 - AMERDRAIN-W Prefabricated vertical soil drain

AMERDRAIN-W Vertical Wick Drain Worldwide The innovative design of AMERDRAIN-W vertical soil drain has found acceptance with engineers and contractors worldwide. Installations have been accomplished in the following areas: United States of America Canada Mexico Puerto Rico Colombia Argentina Middle East Egypt Turkey Europe The Netherlands Italy Asia Singapore Hong Kong Malaysia Brune Taiwan Korea Thailand AMERDRAIN-W Horizontal Strip Drains Prior to the 1980's, most vertical drain installations were accomplished using a horizontal sand blanket for lateral drainage. This technique was reasonably effective, but sand blanket installation was slow and expensive. In addition, the sand was subject to clogging from silt infiltration from the surcharge. In the late 1980's, larger prefabricated drains called "strip drains" were developed (Figure 6-A). These new drains were similar to prefabricated vertical drains but had higher flow capabilities and higher compressive strengths. In 1987, strip drains were used in conjunction with a sand blanket for horizontal drainage on a vertical drain soil consolidation job in Jacksonville, Florida. More recently, strip drains were used with a sand blanket on a job site in Massachusetts. However, more commonly, strip drains have been used alone (without any sand blanket) in vertical drain installations (Figure 6-B). Strip drains offer three advantages over a sand blanket for providing lateral drainage. First, strip drains are less expensive. Material, freight and installation costs are usually lower for the prefabricated drains. Second, strip drains may be installed more quickly and with less manpower and equipment. And third, strip drains provide better drainage as their flow capacity is more predictable and less subject to clogging. Figure 6-A Figure 6-B

HOW AMERDRAIN-W VERTICAL WICK DRAINS FUNCTION AMERDRAIN-W prefabricated vertical drain has two components - a core which serves as a water conduit and a geotextile filter fabric which allows water to pass into the core while restricting the movement of soil particles which might clog the core (Figure 3). THE FABRIC The AMERDRAIN-W filter material uses a strong, tough, permeable nonwoven filter fabric of 100% polypropylene specifically designed for drainage. Its continuous filaments are arranged preferentially in the length and width directions of the sheet and thermally bonded. AMERDRAIN-W filter fabric resists mildew, rotting, insects and chemicals normally encountered in a subsurface drainage system. It is dimensionally stable, wet or dry, has good tear and puncture resistance and will not shrink, grow or unravel. AMERDRAIN-W fabric has a unique structure (Figure 4) that enhances its function as a filter fabric. It has a large number of openings with a range of opening sizes throughout its structure instead of a few openings of fixed size as in woven fabrics. Its bonded fibers create a tortuous pathway resembling that of a well graded aggregate filter rather than a simple, straight line exit for soil particles. Because of its unique structure, the filter fabric has both high permeability and the ability to restrict the movement of most soil particles, while allowing the very fine silts to flow into and out of the drain. The initial removal of very fine silts from the soil is beneficial because this leaves the larger par!icles to form a highly permeable soil network (Figure 5) against the fabric. The soil network restricts the further movement of fine soil particles and helps to develop a graded soil filter. This soil filter effectively stops piping of soil and prevents other fine particles from entering the drain. The fabric filter, being more permeable than the soil filter and the natural soil, does not restrict the flow of water into the drain. The effectiveness of the filter fabric has been proven in government and commercial projects in a wide range of soil types. Its effectiveness has also been confirmed by extensive laboratory tests at the Colorado State University Engineering Research Center. Test were run with soil mixtures of fine sand, silts and clays which simulated actual systems. Under these conditions, the tests confirmed that, after the initial passage of fine silts through the filter there was: Figure 4 Figure 5 (a) No measurable migration of soil fines within the soil filter or into the drain, and (b) No measurable pressure drop across the filter indicating no reduction of water flow through the fabric. Scanning electron microscopy confirmed that there was no clogging of the fabric. THE CORE The AMERDRAIN-W core is a strong, tough structural member extruded from 100% polypropylene specifically designed for vertical drain systems. A total of 38 longitudinal grooves distributed on both sides of the core provides discharge passages for water flowing to the surface. The core is dimensionally stable when wet, has good puncture and collapse resistance and will not shrink or rot.

TYPICAL APPLICATIONS EMBANKMENT CONSTRUCTION Vertical drains may be used to accelerate settlement of embankments for roadways, railroad tracks, runways, or bridge approaches which must be put into operation very soon after construction is completed. Presettlement can greatly reduce long- term maintenance costs that would result from extended periods of settlement during the life of the project. UNDERWATER CONSOLIDATION Vertical drains may be used to accelerate settlement of soil below water level. The differential pressure created by the surcharge is as effective under water as on land. This technique can be used in preparation for placing tunnel sections in a river bed, for example. TANK FARM FOUNDATIONS & MATERIAL STORAGE AREAS Because of high unit loadings, liquid storage tanks are subject to settlement in soft soils. Vertical drains used in conjunction with a horizontal strip drainage can provide rapid soil consolidation prior to construction. Storage sites for solid materials - coal, ore, paper - also can benefit from vertical drainage prior to use. LANDFILL AREAS Fill is often placed behind sheet piling walls or cofferdams for use as docks or industrial sites. Vertical drainage is an effective method to accelerate settlement thereby making the site available for use in the shortest possible time.

INSTALLING AMERDRAIN VERTICAL WICK DRAINS AMERDRAIN-W vertical drains may be installed employing either vibratory or static crowd methods. In either case, the drain is enclosed in a tubular steel mandrel of small cross-sectional area (usually 2 x 5 inches). A small steel anchor plate is attached to the wick at the bottom of the mandrel. The mandrel is then driven into the soil either with a static crowd or vibratory rig. When the design depth is reached, the mandrel is extracted. The anchor plate retains the drain in the soil. When the mandrel is fully extracted, the drain is cut off, a new anchor plate is installed and the process begins again. Mandrel Anchor Plate Installation Equipment Driving Mandrel Extracting Mandrel Cutting Drain American Wick Drain Corporation is America's largest full-line producer of prefabricated vertical, sheet and strip soil drain material. The company was established in 1982 to design, manufacture and market advanced geocomposite materials for subsurface drainage applications. The objective was to combine new geotextiles with specially designed drainage cores in order to offer new drainage materials having significant advantages over aggregate drains. American Wick Drain Corporation manufactures vertical and strip drain with flow capacities to handle all soil consolidation requirements. Design assistance is available through our technical support group. For more information contact: American Wick Drain Corporation 1209 Airport Road Monroe, North Carolina 28110 USA Phone: 800-242-WICK or 704-238-9200 Fax: 704-238-0220 Email: info@americanwick.com Website: www.americanwick.com Wick V2-100909-1000-ICI Copyright 2009 American Wick Drain Corp