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ISBN 10: 9058096920
ISBN 13: 9789058096920
Author: Takashi Tsuchida, Kazuhiko Egashira
This is an in-depth practical examination of the newly developed Lightweight Treated Soil Method, based on the extensive research and experience of two leading recognized experts. Indispensable to geotechnical and construction engineers or to researchers and professionals interested in coastal engineering techniques, geotechnical engineering or geo
Chapter 1 Outline Of The Sgm Lightweight Soil Method
1.1 Introduction
1.2 Development of the lightweight treated soil method
Foam styrene blocks
Water granulated iron-blast-furnace slag
1.3 Characteristics and types of lightweight treated soil methods
Characteristics of air foam treated soil
Characteristics of beads treated soil
1.4 Uses of the construction method
Use as backfilling material
Use as land reclamation material
Use as embankment material
Use for refilling
1.5 Definition of terminology
1.6 Symbols
References
Chapter 2 Engineering Properties Of Lightweight Treated Soil
2.1 Outline
Air foam
Foaming agent
Expanded polystyrol beads
Additives
2.2 Basic properties
2.2.1 Test conditions
Source soil
Lightweight materials
Stabilizer
Sea water
Lightweight treated soil specimen preparation method
2.2.2 Properties of air foam treated soil
2.2.2.1 Density properties
2.2.2.2 Flow properties
2.2.2.3 Underwater separation resistance
2.2.2.4 Permeability
2.2.2.5 Strength properties after hardening
2.2.2.6 Dynamic properties after hardening
2.2.3 Properties of beads treated soil
2.2.3.1 Density properties
2.2.3.2 Flow properties
2.2.3.3 Underwater separation resistance
2.2.3.4 Permeability
2.2.3.5 Strength properties
2.2.3.6 Dynamic properties after hardening
References
Chapter 3 Design And Sample Design
3.1 Outline
3.1.1 Basic design concept
3.1.2 Earth pressure of lightweight treated ground
3.1.3 Liquefaction of lightweight treated ground
3.2 Soil parameters of lightweight treated soil
3.2.1 Determination of the unit weight
3.2.2 Determination of the design strength
3.2.3 Shear strength used for design
3.2.4 Modulus of deformation, E50
3.2.5 Poisson’s ratio
3.2.6 Coefficient of friction
3.3 Active earth pressure of lightweight treated ground
3.3.1 Active earth pressure calculation method
3.3.2 Calculation of the earth pressure resultant force by the slice method
3.3.3 Calculation of the earth pressure strength by the slice method
3.3.4 Failure mode of the earth pressure calculation based on the slice method
3.3.5 Wall surface friction angle
3.3.6 Earth pressure during placing
3.4 Examples of the design of a quaywall in a case where lightweight treated soil is used as the backfill
3.4.1 Outline
3.4.2 Example of design using lightweight treated soil behind a caisson type quaywall
3.4.3 Example of design using lightweight treated soil behind a sheet pile quaywall
Chapter 4 Mix Proportion Design
4.1 Outline
4.2 Mix proportion design of air foam treated soil
4.2.1 Mix proportion design process
4.2.2 Mix proportion testing process
4.2.3 Sample mix proportion test
4.3 Mix proportion design of beads treated soil
Chapter 5 Application
5.1 Outline
5.1.1 Flow of application
5.1.2 Application system
5.2 Application and construction method
5.2.1 Slurrying
5.2.1.1 Process of slurrying
5.2.1.2 Slurrying system
5.2.2 Mixing
5.2.2.1 Mixing process
5.2.2.2 Production equipment
5.2.3 Placing
5.2.3.1 Placing process
5.2.3.2 Placing system
5.2.4 Curing
5.2.4.1 Treatment of section boundaries and joint traces
5.2.4.2 Surface treatment
5.3 Control methods
5.3.1 Application control
5.3.1.1 Material control
5.3.1.2 Slurrying control
5.3.1.3 Mixing control
5.3.1.4 Placing control
5.3.2 Completed work control
5.3.3 Quality control
5.3.3.1 Quality control of mixing work and placing work
5.3.3.2 Post work surveys
Chapter 6 Examples Of Field Application
6.1 Case studies in Japan
6.2 Example: Port Island in Kobe Port
6.3 Example: Tokyo International Airport
6.3.1 Case 1 [4][8]
6.3.2 Case 2 [9][10]
References
the lightweight treated soil method
the best soils were created by
the best textures for an agricultural soil are
the soil triangle
a soil texture is determined by
a soil texture triangle reveals
Tags: Takashi Tsuchida, Kazuhiko Egashira, Lightweight, Soil
