Titlebook: Compressed Earth Block & Rammed Earth Structures; B. V. Venkatarama Reddy Book 2022 The Editor(s) (if applicable) and The Author(s), under

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Design of Stabilised Compressed Earth Block Masonryf dedicated masonry design code on the stabilised compressed earth block (CEB) masonry, the existing masonry design codes can be made use of, for the design of cement stabilised CEB masonry. This chapter deals with the design of stabilised CEB masonry, illustrating both working stress design (WSD) a

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Geopolymer or Alkali Activated Stabilised Earth Brickss, stabilisation of natural clays with geopolymers, strength and durability characteristics of geopolymer stabilised CEBs, and influence of efflorescence on the strength of geopolymer stabilised CEBs are discussed. Use of fly ash, GGBS and demolition waste for the production of geopolymer stabilised

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Compressed Earth Blocks Using Non-organic Solid Wastesoss the globe, which has a great potential to be utilised in the construction industry. The utilisation of NOSWs such as fly ash, CDW, slag, mine tailings (iron and gold mine tailings) for the production of stabilised CEB has been discussed. Very high quality CEBs can be manufactured using NOSWs. Ut

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Introduction to Rammed Earthnkments, earthen bunds, etc. This chapter presents a brief introduction to rammed earth, tracing the developments and history of rammed structures since BC period. Rammed earth construction process has been discussed. The chapter ends with a note on the potential and prospects of rammed earth struct

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Compressive Strength of Rammed Earth. Primarily, understanding the behaviour of rammed earth under compression, shear and tension is essential for the structural design of rammed earth structures. This chapter provides discussions on various aspects of compressive strength of stabilised rammed earth (RE). The discussions and the resul

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Stress–Strain Characteristics of Cement Stabilised Rammed Earthf analysis and design of rammed earth structures. This chapter presents information on the stress-strain characteristics of stabilised rammed earth. Influence of strength, cement content and density on the modulus of CSRE are presented. Analytical expressions relating strength and modulus were deriv

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Behaviour of Rammed Earth Under Tension and Shearflexure and shear. Considering many parameters the shear strength parameters for cement stabilised rammed earth (CSRE) are presented. The flexure strength of CSRE in the two orthogonal directions was evaluated and the results are discussed. The bond strength of reinforcement in the CSRE matrix has b

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https://doi.org/10.1007/978-3-8350-9335-5oducts especially used for superstructure are expected to possess certain desirable engineering properties (strength, low permeability, less erosion, low swelling and shrinkage characteristics, moisture buffering, etc.). There is a need for soil stabilisation to improve the strength and durability c