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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

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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