SOIL MECHANICS: SELECTED TOPICS (Record no. 2281)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 03318nam a2200205#a 4500 |
| 001 - CONTROL NUMBER | |
| control field | vtls000003388 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 230822s1968 xx 000 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | JPS |
| 090 00 - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) | |
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) | GEOT.SOIL 624.13 LEE |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | JPS |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | LEE, I.K ed. |
| Relator term | author |
| 245 #0 - TITLE STATEMENT | |
| Title | SOIL MECHANICS: SELECTED TOPICS |
| 260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | LONDON: BUTTERWORTHS, |
| Date of production, publication, distribution, manufacture | 1968 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 625P; ILLUST |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 1. Soil chemistry relevant to the engineering behaviour of soils / O.G.Ingles. 1.1 Soil its composition and structures. 1.2 Interatomic and intermolecular forces. 1.3 Water in clays. 1.4 Structures formation in soil clay. 1.5 Applications of fundamental theory to explanation of engineering soil behaviour. 2. Pore pressures in soils and rocks / I.K.Lee. 2.1 Effective stress law for saturated and saturated soils and rocks. 2.2 Pore-pressure measurements in saturated soils. 2.3 Analytical predictions of pore pressure. 3. Flow of water in saturated soil and rockfill / I.K.Lee. 3.1 Steady flow through and over porous media of large particle size. 3.2 Transient flow, general theory. 3.3 Transient flow, solutions for confined flow. 3.4 Transient flow, solutions for unconfined flow. 3.5 Analogue solutions. 3.6 Transient flow, consolidation. 4. Strength and deformation of soils and rocks / I.K.Lee. 4.1 Experimental stress-strain and strength relationship in triaxial test. 4.2 Strain predictions. 4.3 Stress- dilatancy theory. 4.4 Energy equations. 4.5 Failure criteria for cohesive and cohesionaless soils. 4.6 The brittle failure of unsaturated soils, stabilized soils and rocks. 5. Experimental techniques / J.R.Morgan. 5.1 Introduction. 5.2 Transducers. 5.3 Triaxial and other testing techniques. 5.4 Stress and strain measurements in field and model structures. 6. Theories of plasticity and the failure of soil masses / E.H.Davis. 6.1 Introduction. 6.2 Ideal cohesive-frictional material. 6.3 Limit theorems. 6.4 Stress fields in plastic regions. 6.5 Velocity fields in plastic regions. 6.6 Examples of solutions by limit analysis using discontinuous stress and velocity fields. 7. Stability analyses application to slopes, rigid and flexible retaining structures / I.K.Lee. |
| -- | 7.1 Introduction. 7.2 Statical relationships. 7.3 Boundary conditions-shape of failure surfaces. 7.4 Application of statical solutions. 7.5 Hansen's analysis. 7.6 Experimental measurements of earth pressure on rigid retaining structures. 7.7 Pressure on strutted sheetings in excavations. 8. Application of soil dynamics to foundations design / J.R.Morgan. 8.1 The problem of vibration foundations. 8.2 Theory of vibration. 8.3 Design of vibration foundations. 8.4 The effects of rate of load application on soil parameters. 8.5 Strength of clayey soils. 8.6 Strength of granular soils. 8.7 Discussion of strength behaviour. 9. Stability and settlement of deep foundations / J.R.Morgan. 9.1 Introduction. 9.2 Pier footings. 9.3 Piles and pile groups. 9.4 Analytical solutions for settlement of piles and pile groups. 9.5 Some practical aspects of file foundations. 9.6 Laterial loads on piles. 9.7 Buckling of axially loaded piles. |
| 546 ## - LANGUAGE NOTE | |
| Language note | ENGLISH |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | SOIL MECHANIC-SELECTED TOPIC. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | Monograf |
| 990 ## - EQUIVALENCES OR CROSS-REFERENCES [LOCAL, CANADA] | |
| Link information for 9XX fields | 1968 |
| Withdrawn status | Lost status | Damaged status | Not for loan | Collection | Home library | Current library | Shelving location | Date acquired | Total checkouts | Full call number | Barcode | Date last seen | Copy number | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| General Collections | JPS HQ Library | JPS HQ Library | Main Library | 22/08/2023 | GEOT.SOIL 624.13 LEE | 1000000543 | 22/08/2023 | 1 | 22/08/2023 | Monograf |