Manual on Deformation Controlled Densified Stone, Dds Columns

Katti, R. K./ Katti, D. r./ Katti, A. R./ Choudhry, Suprakash/ Shaikh,

CRC Pr I Llc（2007/05発売）

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製本 Hardcover:ハードカバー版／ページ数 748 p.
言語 ENG
商品コード 9780415422932
DDC分類 624

Full Description

Combining principles of Newtonian mechanics and Terzaghian soil mechanics with principles of earth sciences, thermodynamics, physical sciences and wave mechanics, the author and his team have devised a road map for a logical approach to soil as particulate matter in modern geotechnical engineering. This manual explains the analysis and design aspects of a range of DDS columns and discusses the resolution of foundation problems in so-called treacherous expansive soil deposits by the development of cohesive non-swelling soil technology. This manual will assist consulting engineers in designing DDS systems, enabling contractors to provide competitive bidding and aid in teaching the subject with greater clarity.

ForewordPrefaceAcknowledgements1. Introduction2. Computation of length, L and load capacity3. Procedure for design of deformation controlled densified stone columns (DDS) in weak deep seated granular media4. Estimation of deformation under a loaded area on a granular media5. Theoretical aspects based on right circular cone phenomenological concept properties of granular material of different sizes and their application to situations where controlled deformations are envisaged5A-1. Stress Distribution5A-2. Deformation properties of a granular column under Newtonian Gravitational field5A-3. Deformation behaviour of stone column under different conditions of side surcharge5A-4. Monograph on particulate approach to analysis of stone columns with and without geosynthetic encasing5A-5. Effective depth of vertical drain performance in soft marine clay deposits5A-6. Vertical sand/granular drains for soil improvement5A-7. Load - settlement behaviour of a prestressed granular foundation under cyclic loading5A-8. Stress deformation and strength characteristics of granular material5A-9. Studies of shear strength properties of large size granular material with and without5A-10. Design and construction of a graded rockfill embankment to support a rigid pavement for an express highway - a case history5A-11. An over view on reinforced granular soil technology for design and construction of approach embankments for fly - overs5A-12. Deformation based bearing capacity of granular media accounting for gravity effect5A-13. Factors influencing vertical reinforcement for the construction of a soil reinforced retaining structure for deep excavations in granular media5A-14. A bird's eye view of emerging area of modern geotechnical engineering5A-15. Prefabricated D.D.S. columns with external geogrid reinforcement (encasement) for construction in soft marine deposits and Foundation System in silty sand deposits.5A-16. Settlement of layered granular media under stress due to large diameter ringfoundation based on allowable bearing capacity charts and effective depth of settlementReferencesIndexAbout the Authors