Klienditugi: 7440010 (E-R 10-18)

E-raamat: Sustainable Slope Stabilisation using Recycled Plastic Pins

Golam Kibria (Arias Geoprofessionals, Inc., San Antonio, Texas, USA), Sadik Khan (Jackson State University, Minnesota, USA), Sahadat Hossain (University of Texas at Arlington, USA)

Formaat: 252 pages
Ilmumisaeg: 14-Jun-2017
Kirjastus: CRC Press
Keel: eng
ISBN-13: 9781351796316

Teised raamatud teemal:

Structural engineering

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Formaat: 252 pages
Ilmumisaeg: 14-Jun-2017
Kirjastus: CRC Press
Keel: eng
ISBN-13: 9781351796316

Teised raamatud teemal:

Structural engineering

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Landslides and slope failure are common in the US and rest of the world. The landslides cause significant damage to infrastructure and millions of dollars are required each year to fix the slope. A sustainable and cost-effective option to stabilize the slope can have significant benefits, as it will reduce the cost of maintenance and when using recycled pins, it may help the environment at the same time. The recycled plastic pins are made from recycled plastic bottles and other plastic waste. Several demonstration projects already proved the effectiveness of RPP as an alternative option to fix slope failure, with a maximum failure depth of 7-8 ft. In this book, every detail of the slope stabilization technique using recycled plastic pins, including the design techniques and several case studies, are included. This will help to explain the basics of this important technique and will be used as reference to design the slope stabilization scheme using recycled plastic pins.

Preface

About the authors

xiii

1 Introduction

(6)

2 Slope failure and stabilisation methods

(28)

2.1 Slope failure

(2)

2.2 Shallow slope failure

(1)

2.3 Variation of shear strength of highly plastic clay soil

(8)

2.4 Effect of rainfall on slope stability

(6)

2.5 Methods of repair of shallow slope failures

(11)

2.5.1 Slope rebuilding

(1)

2.5.2 Pipe piles and wood lagging

(1)

2.5.3 Geosynthetic/geogrid repair

(1)

2.5.4 Soil-cement repair

(1)

2.5.5 Repair with launched soil nails

(1)

2.5.6 Earth anchors

(1)

2.5.7 Geofoam

(1)

2.5.8 Wick drains

(1)

2.5.9 Retaining wall

(1)

2.5.9.1 Low masonry or concrete walls

(1)

2.5.9.2 Gabion walls

(2)

2.5.9.3 Shallow mechanically stabilised earth walls

(1)

2.5.10 Pin piles (micropiles)

(1)

2.5.11 Slender piles

(1)

2.5.12 Plate piles

(1)

2.5.13 Recycled plastic pins

(1)

3 Generation and recycling of plastics

(8)

3.1 Introduction

(1)

3.2 Generation of plastic waste

(2)

3.2.1 Global scene

(2)

3.2.2 US perspective

(1)

3.3 Management of plastic waste

(4)

3.3.1 Global scene

(2)

3.3.2 US perspective

(1)

3.3.3 Potential benefits of recycling plastic waste

(1)

3.4 Use of recycled plastics in different applications

(1)

3.5 Use of recycled plastic for manufacture of recycled plastic pins

(1)

4 Recycled plastic pins

(18)

4.1 Introduction

(1)

4.2 Manufacturing process of RPPs

(1)

4.3 Engineering properties of RPPs

(10)

4.3.1 Compressive and tensile strength

(1)

4.3.2 Flexural strength

(1)

4.3.3 Effect of weathering on long-term properties

(5)

4.3.4 Creep of RPPs

(1)

4.3.4.1 Creep of RPPs in slope stabilisation

(1)

4.4 Effect of environmental conditions

(7)

5 Design methods

(24)

5.1 Design methods

(1)

5.2 Limit state design method

(2)

5.3 Performance-based design approach

(3)

5.3.1 Limit failure of soil adjacent to RPPs

(1)

5.3.2 Limit resistance of RPPs

(1)

5.3.2.1 Limit horizontal displacement of RPPs

(1)

5.3.2.2 Limit maximum flexure for prolonged creep life

(1)

5.4 Determination of limit soil pressure

(4)

5.4.1 Calculation of limit soil pressure

(1)

5.4.2 Calculation of limit soil resistance

(3)

5.5 Limit horizontal displacement and maximum flexure of RPPs

(4)

5.6 Finalising the design chart

(1)

5.7 Calculation of factor of safety

(5)

5.7.1 Approach 1: conventional method of slices

(2)

5.7.1.1 Design steps for approach 1

(1)

5.7.2 Approach 2: infinite slope

(3)

5.7.2.1 Design steps for approach 2

(1)

5.8 Design recommendations

(4)

5.8.1 Extent of reinforcement zone

(1)

5.8.2 Material selection

(2)

5.8.3 Selection of RPP spacing

(1)

5.8.4 Minimum RPP length and RPP sections

(1)

5.8.5 Recommendations on design method

(2)

6 Construction methods

(12)

6.1 Early development of construction techniques

(1)

6.2 Types of equipment and driving tools for field installation

(4)

6.2.1 Davey Kent DK 100B drilling rig

(1)

6.2.2 Klemm 802 drill rig with KD 1011 percussion head drifter

(1)

6.2.3 Deere 200D with FRD F22 hydraulic hammer

(1)

6.2.4 Caterpillar CAT 320D LRR with CAT H130S hydraulic hammer

(1)

6.3 Field installation rate

(2)

6.4 Potential challenges of RPP installation

(1)

6.4.1 Slope steepness

(1)

6.4.2 Skilled labour

(1)

6.4.3 Connection between the hammer and pile head

(1)

6.5 Special installation techniques in adverse situations

(4)

7 Case studies

(58)

7.1 US highway 287 slope in Midlothian, Texas

(19)

7.1.1 Site investigation

(2)

7.1.2 Slope stability analyses at US 287 slope

100

(1)

7.1.3 Slope stabilisation using RPPs

101

(1)

7.1.4 Field installation

102

(3)

7.1.5 Instrumentation and performance monitoring

105

(4)

7.1.6 Performance of RPPs based on the results from instrumentation

109

(6)

7.1.7 Performance of the unreinforced northbound slope

115

(1)

7.2 Highway slope near Mockingbird Lane, Dallas, Texas

116

(8)

7.2.1 Site investigation

116

(2)

7.2.2 Slope stability analysis and design of slope stabilisation

118

(2)

7.2.3 Field installation

120

(3)

7.2.4 Field instrumentation and performance monitoring

123

(1)

7.3 Highway slope at SH 183, Fort Worth, Texas

124

(9)

7.3.1 Site investigation

124

(1)

7.3.2 Slope stability analysis and design of slope stabilisation scheme

125

(3)

7.3.3 Field installation

128

(4)

7.3.4 Field instrumentation and performance monitoring

132

(1)

7.4 Interstate 70 (I-70) Emma field test site in Columbia, Missouri (Loehr and Bowders, 2007)

133

(12)

7.4.1 Site investigation

134

(1)

7.4.2 Slope stabilisation scheme

135

(1)

7.4.3 Field installation

136

(3)

7.4.4 Instrumentation and performance monitoring

139

(6)

7.5 Interstate 435 (I-435)--Wornall Road Field test site, Missouri

145

(10)

7.5.1 Site investigation

145

(1)

7.5.2 Slope stabilisation scheme

146

(1)

7.5.3 Field installation

147

(1)

7.5.4 Instrumentation and performance monitoring

148

(7)

Appendix A Design charts

155

(58)

Appendix B Sample calculations

213

(16)

References

229

(6)

Subject Index

235

Sahadat Hossain, Sadik Khan, Golam Kibria

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