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Behaviour of saturated expansive soil and control methods

Author: R K Katti; Dinesh R Katti; A R Katti
Publisher: Lisse [Netherlands] ; Exton, PA : Balkema, ©2002.
Edition/Format:   Print book : English : Rev. and enl. edView all editions and formats
Database:WorldCat
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A treatise covering the entire realm of behaviour of saturated expansive soil and control methods.

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Document Type: Book
All Authors / Contributors: R K Katti; Dinesh R Katti; A R Katti
ISBN: 9058092577 9789058092571
OCLC Number: 52806241
Description: xxi, 1270 pages : illustrations ; 25 cm
Contents: Foreword to the revised & enlarged edition; Foreword to the first edition; Preface to the revised & enlarged edition; Preface to the first edition; Acknowledgements; Introduction; Conventional properties; In-situ properties; Swelling pressure and heave; Shear strength studies; Shear strength studies with CNS-layer technique; Literature of lateral pressure theories of conventional soil system; Investigations on MRBC 76 soil for Ko condition; Studies on MRBC 37 soil system for Ko condition with additional instrumentation; Lateral pressure development under Ka condition; Development of mathematical relations based on cohesion concept and microparticle approach for application to lateral pressure development for K0 and Ka conditions; Lateral pressure under Kp condition; Bearing capacity aspects with and without CNS and MSM; Soil improvement; Mechanics of saturated expansive soil media; Guidelines for lining canals in expansive soils; Simplex concrete piles (I) LTD.: Procedure for manufacture, placement and quality assurance of CNS for foundations; Standard; Case history of application of CNS technology for IGNP canal at SMGS and SBS branches passing through bentonite deposits; Case history on foundation considerations for certain structures and equipment in a gas-sweetening plant at Hazira; Foundation for water pre-treatment plant for gas-based power plant at Anta, Rajasthan; Stress deformation controlled approach to construction of rigid and flexible pavements for express highway passing through Deccan trap region and expansive black cotton soil stretch, a case study; Procedure for design and construction of shallow foundations in expansive clayey soils with CNS and MSM technology; An approach to settlement analysis of a raft founded on a subsurface having expansive soil horizon overlain by a CNS horizon; Assessment of equilibrium depth Hd of under reamed piles based on passive resistance development in expansive soils; Guidelines for subsurface investigation in expansive clayey soils; Transmitted swelling pressure in retaining structures; Coulombian-cohesion approach to engineering of expansive soil deposits -- field performance; Statement of soil mechanics by Terzaghi -- need for incorporating other factors to minimize variance; Approach to design of thickness of CNS intercepting layer using conventional / small scale test data simulating field behaviour for the construction of stable civil engineering structure on deep seated expansive soil deposits and development of simplified procedure; References; Index; About the authors.
Responsibility: R.K. Katti, Dinesh R. Katti, A.R. Katti.
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