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THE STABILITY OF SINGLE-STAGE CONSTRUCTED REINFORCED EMBANKMENTS ON SOFT CLAY.

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (4): 191–205.

https://doi.org/10.1680/igeng.1997.29656

Published: 01 October 1997

...C C HIRD; D RUSSELL; R A JEWELL © Thomas Telford and ICE 1997 SHEFFIELD UNIVERSITY MOTT MACDONALD GEOCARYNTEC CONSULTANTS CLAYS SOFT EMBANKMENTS REINFORCED CONSTRUCTION SINGLE STAGE STABILITY GROUND REINFORCEMENT STRENGTH SUBSOIL LIMIT EQUILIBRIUM FAILURES MECHANICS...

View article titled, THE STABILITY OF SINGLE-STAGE CONSTRUCTED REINFORCED EMBANKMENTS ON SOFT CLAY.

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GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 3: SELECTED CALCULATION METHODS FOR GEOTECHNICAL LANDFILL DESIGN. (THIRD OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993)

H L JESSBERGER, BRIGEOSOC

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (2): 115–122.

https://doi.org/10.1680/igeng.1994.26379

Published: 01 April 1994

... loads, vertical landfill deformation, positioned ona horizontal subsoil surface.This slope stability, hydraulic conductivity of system leads to shear stressiens the boundary mineral layers and contaminant migra- layer between the waste and the subsoil. The tion.The conclusion encompasses all basal...

View article titled, GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 3: SELECTED CALCULATION METHODS FOR GEOTECHNICAL LANDFILL DESIGN. (THIRD OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993)

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Journal Articles

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 2: MATERIAL PARAMETERS AND TEST METHODS. (SECOND OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

H L JESSBERGER, BRIGEOSOC

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (2): 105–113.

https://doi.org/10.1680/igeng.1994.26378

Published: 01 April 1994

... in aseries of three, addresses the material parameters and test methods for subsoil and mineral sealing layers, geomembranes, geotextiles and related problems, anwdaste. Cooperation between an experienced geophysicist and a geologisits essential to ensure the proper interpretation of geophysical data...

View article titled, GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 2: MATERIAL PARAMETERS AND TEST METHODS. (SECOND OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

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Journal Articles

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 1: PRINCIPLES AND REQUIREMENTS. (FIRST OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

H L JESSBERGER, BRIGEOSOC

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (2): 99–104.

https://doi.org/10.1680/igeng.1994.26377

Published: 01 April 1994

...H L JESSBERGER; BRIGEOSOC © Thomas Telford and ICE 1994 RUHR UNIVERSITY BRITISH GEOTECHNICAL SOCIETY BRIGEOSOC FILL LANDFILL GEOTECHNICS DESIGN CONSTRUCTION SITES ASSESSMENT SAFETY QUALITY ASSURANCE WASTE PILES SUBSOIL MANAGEMENT LININGS COMPOSITE SUBGRADE MINERALS...

View article titled, GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 1: PRINCIPLES AND REQUIREMENTS. (FIRST OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

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Journal Articles

LONG-TERM SETTLEMENT OF A RAFT FOUNDATION ON SAND.

F R LOPES, O S N SOUZA, J E S SOARES

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (1): 11–16.

https://doi.org/10.1680/igeng.1994.25716

Published: 01 January 1994

... fragments. The subsoil was investigated by dynamic standard penetration tests (SPTs),cross-hole and laboratory tests. The observedsettlements of the foundation, a box-type raft, compare well withthose predicted on the beach sand stratum. These were (in ordoefr descent) (Q) fine-to-medium sand, with shell...

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THE STABILITY OF SINGLE-STAGE CONSTRUCTED REINFORCED EMBANKMENTS ON SOFT CLAY.

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 3: SELECTED CALCULATION METHODS FOR GEOTECHNICAL LANDFILL DESIGN. (THIRD OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993)

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 2: MATERIAL PARAMETERS AND TEST METHODS. (SECOND OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 1: PRINCIPLES AND REQUIREMENTS. (FIRST OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

LONG-TERM SETTLEMENT OF A RAFT FOUNDATION ON SAND.

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THE STABILITY OF SINGLE-STAGE CONSTRUCTED REINFORCED EMBANKMENTS ON SOFT CLAY.

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 3: SELECTED CALCULATION METHODS FOR GEOTECHNICAL LANDFILL DESIGN. (THIRD OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993)

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 2: MATERIAL PARAMETERS AND TEST METHODS. (SECOND OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 1: PRINCIPLES AND REQUIREMENTS. (FIRST OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

LONG-TERM SETTLEMENT OF A RAFT FOUNDATION ON SAND.

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